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1. In these images we see two different types of gutters one V shaped and one in form of U We can check as the program operates when it comes to interpolate two families of vectors using the option consult a Pk The Program will not request a Pk of application for each family of vectors and a Pk to check the result of the interpolation x Fk del Vector hon FE del Vector 200 Nombre 1 Fect cuneta 1 Nombre Fect Cuneta 2 FE a Interp ola 25 Aceptar TE Betop Pc Sela ok 120 a Esc EZ Ay T Boe ee Wectorl a aze s M A Wectora 0623 0 003 Vectors s m a 0 300 Wectord 000 0 000 Vectors 000 0 000 Vectors OD 9 000 a T Vector O00 If we look at Vector2 we can check if the desired interpolation has actually been made Other vectors have not changed because they are the same in both families If any of them were different we would have obtained a vector product of the two vector interpolation This philosophy applies to all the elements that are defined in this way such as Embankment slopes slopes of Cuttings fixed sub grades and fixed platforms Calculate PK Profile This option calculates all the tables together resulting in a visual result of the generated section To do this the program asks for an axis a Pk cutting or embankment at each of the edges and the surfaces that you want to draw that may be all flush embankments subgrade
2. If we go to the Config menu CURRENT the program informs us of the current Base Total Station height Jalon Base Antenna Mobile Antenna Working Directory Datum SCL Corrections from Mobile etc Actual Base Name 61 Lat 36252 40 75746 N Lon 02 29 32 67093 W H 294 160 Ant Base 1 200 Ant Movil 2 000 Datum WGS64 Lat 0 0 0 00000 N SCL jNulo Lon 02 0 0 00000 E WORK D My Documents Demo H 0 000 After selecting the device and the working directory we can click on the drop down menus to access all program options The drop down menu File allows the creation and deletion of files used in other applications as well as the import and export of our project data or fieldwork The Setup menu allows configuration of certain parameters for starting work The Stake menu allows staking out different dot structures such as files Sections digital models etc The Capture menu is designed for data collection such as Highlights Coordinates stadia Transversal Longitudinal etc The Calc menu allows additional calculations that do not require communication with the measuring device such as transformations or adjustments Utilities Cogo recalculation of coordinates stadia etc Web www topview es E mail soporte Otopview es Pagina9 USER MANUAL TOPVIE In any information screen from a calculation allows us to act on it pressing Enter to save the data or Esc to
3. Elevation Edit This option allows us to modify a point previously entered asking for the Pk that we want to modify Elevation Delete This option allows us to delete a PK of the elevation Elevation Pk We can ask for the dimension corresponding to a PK of the elevation with the results being shown on the screen Pk 505 100 Elevated 89 266 Pending 0 140793 Type of Acuerdo straight Elevation Draw Axis With this option you can draw the whole or a part of the axis by selecting Start Pk final Pk and the distance between points with which you get the polygon that will form the drawing of the axis A few vertical lines at the start points of the elements that compose the axis straight or parabolic resolution will also be drawn After clicking OK the lines connecting the vertices of the parabolic resolution will be drawn Web www topview es E mail soporte Otopview es Paginal8 USER MANUAL TOPVIE Pk Inicial 177 000 Pk Final 2357 343 Points each mts 5 000 Trtomo to dibujtor Ratio 107 51 EDIT CAMBER This table defines the applicable cambers in the section You can enter them one by one or they can be automatically generated according to previously defined editable parameters or can be imported from the corresponding PC via the import menu program TRONCO RONDA SUR pri _Left Pk_Right Pertt Right 2000 000 o MOE E 4 890 D aa aa o E a 200000 2 950 2
4. 2D and Z We have to have at least one point In this case we can only calculate displacement in X Y Z and results with zero error for the point used will be displayed If there are two points it can calculate a displacement a rotation and a scale factor Helmert transformation in X Y Z showing zero error for the two points chosen If it has three points there shall be an adjustment for minimum squares for X Y showing a zero error in Z for the three points used three points define a plane and non zero errors for X Y With four or more points least squares adjustment is performed for X Y Z showing non zero errors for X Y Z lde Base a Base Dif Dist Dif Cota BR 27 BR 27 BR 27 BR 27 BR 27 BR 27 BR 32 BR 32 BR 32 BR 32 Web P ginal01 BR 32 BR 39 BR 43 BR 46 BR 51 BR 63 BR 339 BR 43 BR 46 www topview es 0 004 0 002 0 009 0 020 0 005 0 005 0 004 0 015 0 022 0 002 0 069 0 140 0 183 0 202 0 262 0 521 0 072 0 115 0 135 0 194 E mail soporte Otopview es USER MANUAL TOPVIE DAMy Documents A 495 GIBRALEO DTM can add Dele Extract report Points to SCL Residuos and Control Previo RESIDUOS Base z Resd X Resd Resd Z BR 27 0 006 0 009 0 047 BR 32 0 014 0 018 0 008 BR 39 0 00 0 016 0 020 ER 43 0 020 0 028 0 025 BR 46 0 013 0 000 0 043 BR 51 0 021 0 007 0 040 BR 63 0 007 0 010 0 073
5. In the Tab Result and Previous Control we are shown a previous control of the data in which there is no calculation but can serve to detect if we have made a mistake when typing the local coordinates or the geographical coordinates from the GPS The process is based on comparing the relative differences that exist in distance and increased height between the local coordinates and the GSP The final part shows the Spare calculation results The REPORT generates a document in html format which records all information concerning the calibration once calculated Transform points to current SCL GPS Only This option allows you to transform one or all of the points contained in a file to local Cartesian coordinate using the parameters of the current SCL We can perform all transformations we want since the original data is not lost being saved in other sections of the file Modificando Punto 5 A del Pto 765170 52 Y del Pto 4134655 34 Z del Pto 5 20 X Transf 765170 83 Z Transf 5 15 C digo b Aceptar Web www topview es E mail soporte Otopview es P gina102 USER MANUAL TOPVIE With the Geographic Correction a check of the base in which the sensor base was positioned is made taken from the Base file in Lat Lon Alt and the new coordinates are asked for The differences between the two coordinates are applied to all Geographic readings of the items contained in the file It is equivalent to pe
6. MA Lat 37 27 LG N Lon 6 16 34 78161 W Alt 152 904 Hef 10 4 ww 2 000 HDOP 5 0 OP 4 0 Pay 0 018 Pz 0 012 Nuevas Correcciones Nombre BE I Lat 0 0 0 00024 N Lat 02 0 0 00076 N I Lon 0 0 0 00007 E Lon 0 0 0 00012 E I Alt 1 994 Alt 1 999 E DIT AR We can also manually edit the measured data EDIT take averages with another base Capture another BASE or accept or discard the measurement The option at the beginning of Recover history serves to retrieve previous measurements that may be valid especially when working with networks of Bases NTRIP Whenever we make a correction it is recorded in a file called CorrMovil inf in each work directory with the measured values along with the name of the bases on which they were made the date and the time Web www topview es E mail soporte Otopview es Pagina5 1 USER MANUAL TOPVIE Setting Styles GPS Only style of Settings styles of Settings Load Record Delete Apply Settings Base Rover Style Currently by Default Info One of the multiple advantages offered by the use of TopView is the possibility of using it with practically all the equipment that is currently on the market This fact makes it necessary to provide the ability to modify all configuration parameters which can sometimes omplicate or slow down the Setup process of the GPS equipment whose complexity makes the n
7. We can check the status of satellites and Pdop batteries etc by pressing the S JF button or icon Heg We can also change the GPS mobile antenna height or point code simply pressing C Heg H T or change the precision tolerances or reading frequency by pressing P i The buttons and icons described in this paragraph are available in all modules of Data Capture and Stakeout AXIS This option can rearrange any point in a base elevation risers axis which is already created with its Pk and Displacement as well as recording the stakeout results in a backup file The application starts by asking if we want to record the readings in a backup file If we do we are asked for the name of a coordinates file different from that which we will use to store the real stakeout data We are then asked for the Projection to use Bases or Utm After that it asks If we want to apply the Superelevations and Average Table If we only want to apply the Superelevations Table and not the Average we must create a standard Section even if it s completely empty so that the program can continue the process Axe D My Documents Elevation Desecho Medium Camber and Hesquardo section Type D 1My Documents Elements to stakeout F Guard FR New y Bai uired aes Details Reg PK Required 50 Distance Axe OR O O O o Peralte Izq 5 00 Progressive 20000 11 Distance Lin B 4 000 Skew 10 000
8. 0 000000 Separation Axe as Acuerdo No Hay Check Axis With this option you can verify that alignment data entered manually or via an import from a file are correct and that there are no errors of overlap which give rise to the calculations of the PK data on the path being erroneous Draw With this option you can draw the whole or a part of the axis by selecting Start Pk final Pk and the distance between points with which you get the polygon that will form the axis drawing Transverse lines will be drawn at the starting point of the elements that make the axis straight line curve ovoid clotoide Pk Inicial Pk Final Web www topview es E mail soporte Otopview es Paginal7 USER MANUAL TOPVIE EDIT Elevation Axis In this option files cannot be created because they are created when the plan file is made as we have exlained above The name of an existing axis is requested with which we want to operate cejel8 caz Pend_Ent Pend Sal PKini Z ini Pkfn ZFn Th ong sal 0614 177000 97963 177000 87963 Pk Inicio osia 0141 171024 saoo 28976 88 536 CONVEXO 0 141 0179 524 308 89 315 535694 89 333 CONCAVO 0 179 0139 764 056 89 741 775 946 89760 CONVEXO 85 013 0 025 90201 1127047 90 229 CONVEXO 34 095 0 800 I 90 358 1866 180 91 317 CONCAVO 92 800 268 533 93 465 CONVEXO 93388 2310 00 93 388 CONVEXO 91 494 2357343 91494 Pk Final
9. At Web www topview es E mail soporte Otopview es P gina65 USER MANUAL TOPVIE A number of new icons are included whose functions are explained E It displays a context menu where you can MDT Stakeout at any point in the digital model we will have the increase in elevation relative to 1t The triangle where we are located 1s highlighted in red NODE Stakeout is the same as point stakeout but in this case its an DTM node Points_line Allows you to mark two nodes of the DMT and analyze our position relative to the line while marking the MDT Triangle and the difference in elevation the triangle Load Axis we can load and draw an axis along the MDT With the axis loaded we can go to Stakeout MDT option and automatically our position is analyzed with respect to this while the DTM triangle is marked where we are located along with the elevation difference to MDT The Elevation axis is not used at all Images We can upload download and calibrate images in various formats tiff bmp and jpeg To calibrate the image we would have to choose two common points for the digital model and the image itself The procedure is simple and will be explained in more detail in the section on Capture Coordinates Web www topview es E mail soporte Otopview es P gina66 USER MANUAL TOPVIE Calibrar Imagen Picar 1 Pto de Imagen Picar 2 Pto de Imagen Picar 1 Pto Real Picar 2 Pto Real Calcular Calibraci n U
10. USER MANUAL TOPVIE OHLBISL View 1527 Enero 14 10 00 Versi n 1 3 February 2014 Web www topview es E mail soporte Otopview es P ginal USER MANUAL TOPVIE Overview of MENU Introduction Preliminary Considerations Beginning with Topview Files File Management Menu Editor stake Bases Coordinate Editor Axis Editor Base Elevation Superelevations Profile Editor Transverse Longitudinal Tunnels Editor tunnel sections Editor Type Sections Import files Export files Settings Equipment Configuration DEVICE WORK directory Current Opt GPS Datums and Geoides Sensor Config Park Stakeout Data Stakeout Menu Coordinates Capture amp Stake Fixed Sections Type Sections Tunnel Sections Capture Data Capture Menu Outstanding Base Reverse Bisection Coordinates Capture amp Stake Cross Sections Transversal Profiles Longitudinal Profiles Calc Calculation Menu Web www topview es E mail soporte topview es Pagina2 USER MANUAL TOPVIE Local Coordinate System SCL Transfer to current SCL Cogo Utilities Leveling WorkBook Cut Images Only Topview PC Contact Us Installation Procedure Conclusions Web www topview es E mail soporte Otopview es Pagina3 USER MANUAL TOPVIE INTRODUCTION Professionally surveyors need to handle large amounts of data taken from computers that
11. profiles TER 0 10 0 0 36 67 577 09 Lied 2711200 z0 20p 270491 16 77 576 72 31 67 976 67 54 445 919465 SOx Lp 573763 43 65 575 73 46 11 576 22 50 66 576 00 The CLIP profiles listing You can import in order to stake it out or as a display surface tt VILLANUEVA DEL DUQUE CRUCE DEL CUART 24 04 2002 Pg 1 LISTADO DE PUNTOS DE SUBRASANTE P K AAAAAAAAAAAAAAAAAA I ZQUIERDA AAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAAA DER ECHA AAAAAAAAAAAAAAAAAAAA C Eje Pie Tal Ext Tal B Ext Arista B Int B Int Arista B Ext Ext Tal Pie Tal 0 EN ESTRUCTURA 20 7 20 6 78 6 76 0 00 6 76 6 78 Te E7 575 070 576 059 574 799 574 799 575 070 574 799 574 799 575 961 40 7 09 6 78 6 76 0 00 6 76 6 78 7 15 574 331 574 780 574 061 574 061 574 331 574 061 574 061 575 176 60 6 96 6 78 6 76 0 00 6 76 6 78 7 08 573 712 573 976 573 441 573 441 573 712 573 441 573 441 574 349 80 6 96 6 78 6 76 0 00 6 76 6 78 7 03 573 199 573 480 572 928 572 928 573 199 572 928 572 928 573 689 100 7 09 6 78 6 76 0 00 6 76 6 78 T03 572 704 573 110 572 433 572 433 572 704 572 433 572 433 573 192 Web www topview es E mail soporte topview es Pagina33 USER MANUAL TOPVIE Platform of the CLIP list You can import with the purpose of staking out or as surface to visualize 0 VILLANUEVA DEL DUQUE CR
12. am 145 15 m o E E A E Details Required Pk stakeout 2000 000 Ancho Core 100 000 Calculate Pk ead 10 000 ig X 758 37 1077 87 N Ptos 15 Pk 2010 000 Ratio 2 0 Pk 2010 000 D 16 554 Z 713231 Web www topview es E mail soporte topview es Pagina89 USER MANUAL TOPVIE If you click on the icon Ey you access the same menu that we have already explained in the section Stakeout Menu Fixed Sections Longitudinal Profile is based on a loaded CAD drawing file containing a longitudinal profile that can be used to stakeout any point from the drawing or profile MI x 686675 44 Y 4130065 48 SEx R x 686257 20 Y 4130294 24 gt Er HAZA T PS i RASANTE DISTANCIAS ACUMULADAS RILOMETRAJE Ei ELELE 151 01 m Marque Texto de PK Origen Lista Perfiles Long Valores Pk Origen Z Referencia Escala H Escala W Marque Entidades de la Superficie fool Pf ee E Web www topview es E mail soporte Otopview es P gina90 USER MANUAL TOPVIE together with the drawing scales If you click on the icon Ey we access the same menu that we have already explained in the section Stakeout Menu Fixed Sections These options are similar to those described in the section Stakeout Menu Fixed Sections but evidently adapted to Longitudinal staking Geometric Leveling allows us to use a conventional Geometric Level to show the elevation of a
13. finally this allows us to record the sensor information for later processing in the office We have to fill in the filename for the observations and the frequency of recording GPS MOBILE Parameters Web www topview es E mail soporte Otopview es Pagina54 USER MANUAL TOPVIE Similar to the configuration of the Base we start with parameters which we have as default while the final configuration corresponds to that listed below PDA usually the PDA setting will be the same for both sensors except in cases where a sensor has a cable and Blue Tooth and the other has only a cable In our case we have the following setup RTK Link here we can select the channel for reception of Differential Corrections Usually they are by Radio but can also be by GSM GPRS and in this case we must specify several parameters Estilo de Configuraci n Estilo de Configuraci n Accio nes Base Rover Accio nes Base Rover PDA Radio Telef Antena 4 gt fl PDA Radio Telef Antena gt Tipo de Enlace PIN 2o IP 82223 14 Puerto 8070 Sew_APN Nombre Clave almelnetes vodafone vodafon JN Usuario INLOO113 NTRIP Sens on n ensar Contrase a YMSOIOII Antemna This option has the same options as the base sensor and permits indicating what the level of ambiguity and multipath is going to be RTK Port here we select the COM port as that which is going to receive differential corrections baud rate par
14. which can be edited with Notepad Excel Web www topview es E mail soporte Otopview es Paginal5 USER MANUAL TOPVIE EDIT AXIS TOPVIEW allows the introduction of plans importing files automatically manually or semiautomatically When you create a plan file another right elevation is generated another one for the left elevation and one for the Cambers table that are related to the plant with the same name but different extensions thus deleting the plan also deletes the associated elevation and cambers files EDIT Axis Shows a table with this structure 240028 116 4138 240035 895 413 4138126 187 240199318 4138200 066 240 255 388 4138289 345 24030564 4138363 88 240334 736 240408 300 2404 71 130 240544 827 240602 445 240656 79 ZAMAR SA7 With which using each one of the functions listed in the table header we can edit the axis as we like It is always advisable to check it afterwards with the Check option PkD This option allows you to consult the X Y coordinates azimuth and radius of any point on the path through a Pk and a shift to the left or right of the axis returning the following information Web www topview es E mail soporte Otopview es P ginal6 USER MANUAL TOPVIE Pk 100 000 Ofr 25 000 Coordinates A 239326 661 Coordinates Y 413 661 226 azimuth 0 0000 g Radius 0 000 m Details Required 7 Rasant 0 000 Fk Required hoo 0 Slope
15. 0 000 142 065 9322 097 5518 850 24 15199 0 000 0 000 213 841 9348 678 5595 523 25 73198 0 000 31 570 234 440 9362 179 5600 596 67 27033 0 000 0 000 Alzado 0 000 16 000 0 000 0 000 0 000 234 440 18 344 0 000 0 000 0 000 Format CARTOMAP Planta PeKi X Y Cota Azimut Longitud Tipo Radio Par metro 0 000 000 4622 835 9628 938 293 626 140 3711 130 223 Recta 0 130 223 4727 740 9551 782 294 110 140 3711 32 000 Clotoide 50 000 40 000 0 162 223 4755 2639535 745 289 572 119 9992 53 789 Curva 50 000 0 216 012 4805 218 9547 113 291 218 51 5131 32 000 Clotoide 50 000 40 000 0 248 012 4823 093 9573 480 287 917 31 1412 58 625 Recta 0 306 637 4850 640 9625 230 278 343 31 1412 32 000 Clotoide 50 000 40 000 0 338 637 4868 514 9651 597 276 561 51 5131 70 269 Curva 50 000 0 408 906 4933 029 9655 404 289 258 140 9827 32 000 Clotoide 50 000 40 000 Alzado ALINEACIONES EN ALZADO INICIO 0 150 3 419 ENTRADA 6 586 149 7749 3 419 VERTICE 25 353 149 1332 1400 SALIDA 44 12 147 9884 6 1 ENTRADA 271 8754 134 0954 6 1 VERTICE 326 3254 130 7739 900 SALIDA 380 7754 134 0409 6 FINAL 384 1549 134 2437 6 Format ACS MDW Planta i 7080 058 20 7236 375 4822172 866 153 1053 0 000 0 000 431 843 2 7511 901 287526 482 4821852 981 153 1053 0 001 395 000 156 025 3 7667 926 287634 238 4821740 201 148 1389 1000 000 0 000 624 655 4 8292 581 288189 243 4821476 309 108 3722 1000 000 395 000 156 025 5 8448 606 288344 734 4821463 922 103 40570 001 395
16. 000 156 025 6 8604 631 288500 224 4821451 534 108 3722 1000 000 0 000 465 555 7 9070 186 288931 310 4821287 159 138 0103 1000 000 395 000 156 025 8 9226 211 289055 573 4821192 875 142 9767 0 001 265 000 127 682 9 9353 893 289158 199 4821117 040 135 5872 550 000 0 000 365 526 10 9719 419 289507 654 4821036 385 93 2779 550 000 265 000 127 682 141 9847 101 289633 329 4821059 604 85 8883 0 001 265 000 140 450 12 9987 551 289771 516 4821084 016 94 8297 500 000 0 000 614 194 Alzado tipo 1 1 7080 058 19 450 0 0060015 0 000 466 350 2 7546 408 22 249 0 0060015 26000 000 456 912 3 8003 320 29 006 0 0235750 0 000 398 690 4 8402 010 38 405 0 0235750 25000 000 716 113 5 9118 123 45 031 0 0050695 0 000 203 944 6 9322 068 43 997 0 0050695 20000 000 595 931 7 9917 999 49 854 0 0247270 0 000 179 296 8 10097 295 54 288 00 0247270 20000 000 445 484 9 10542 779 70 265 0 0470012 0 000 723 163 10 11265 941 104 254 0 0470012 40000 000 1678 033 Web www topview es Pagina3 1 E mail soporte Otopview es USER MANUAL TOPVIE TI 12943 974 147 926 0 0050504 0 000 410 407 12 13354 381 149 999 0 0050504 25000 000 13 14125 642 165 791 0 0359008 0 000 457 458 Alzado tipo 2 1 7080 058 19 450 2 7774 864 23 620 26000 000 456 902 1 004 0 017573 3 8760 067 46 846 25000 000 716 120 2 564 0 02864 4 9620 032 42 486 20000 000 595 939 2 220 0 029797 5 10320 037 59 795 20000 000 445 490 1 240 6 12104 958 143 689 40000 000 1678 061 8
17. 111 Z Axe Alz 0 000 Moved Longitudina o 000 O Z to Replan 0 090 Web www topview es E mail soporte Otopview es P gina63 USER MANUAL TOPVIE We can input any Pk or scan the table of points for the axis to extract the Pk of any given element Progressive is the distance between Pk that we normally use to stakeout so that after restaking 1520 Pk and returning to this screen we are automatically offered the Pk 1520 20 1540 to stakeout Skew is a twist that is applied to stake a profile not perpendicular to the main axis and from this new rotated alignment the Separation from the Axis and the Longitudinal Displacement is applied in the direction of the Pk This is typically used to stakeout Works that are not perpendicular to the trunk axis but knowing the angle alignments of the OF and Intersection Profile with the Trunk Axis skew we can easily stakeout based on the Trunk The screens that the program now shows are similar to those explained in the coordinate file Stakeout section ANALYSE POINT This allows us to analyze our position with respect to an axis both in base and elevation and can also analyze a section created by us The results of this calculation can be stored as always in a backup file Coord X 945 435 Coord Y 968 210 Coord 2 97 410 l a F YVDOP 1 0 DAMy Documents txy 0 006 Pz 0 023 Elevation Derechos Pk 6 604 m Medium Camber and Hesguardo Dist 42 121 m Er
18. 565 213404 343 213492 286 213488 490 213492 662 213499 911 213495 564 213498 726 213502985 213906 327 213501 94 4161605415 4161609 917 4161616 972 4161612970 4161618 025 4161622 258 4161626 739 4161630240 4161632 355 4161641 005 4161639 361 4161648 639 4161650 640 Capa Codigo Ren_Capa A Cod 607 0877 bd 607 0966 bi 4 607 0816 bi 607 1576 bd 60 7 2346 bd 607 0356 bi 607 0376 bi 607 1896 bd 607 0496 bi 607 0286 bi 607 0646 bd 607 0016 bd 607 0046 bi E The Featured Base option allows you to capture a new base for this module as in the Highlighted Base option but also allows you to record the Base as a tachimeter point where the code is Highlighted Br1 if the new base is called Brl The Calculate SCL option gives the option in this module to perform a coordinate transformation or adjustment The details of this process will be explained in Calc Local Coord Syst SCL The difference of doing this here is that you can use COX points or DXF DWG as calibration points The Mobile Corrections option enables the function already explained with COX points or even points of DWG DXF if we had them loaded The Insert Points by Clicking option can insert freehand points by clicking on the screen Web www topview es E mail soporte Otopview es Pagina80 USER MANUAL TOPVIE Clicking this icon opens a menu with the following layout options Stakeout 640 31 m Isolated
19. Ptos 17 Pk 60 000 Ral search Fk walk_PKs Oo Pk 60 D 19 384 Z 2652 186 Cod 7 000 Pk 60 D ES wares leveling With cursors we can move through all the points of the layout surface and when we have overcome the last point automatically move on to the next profile We can do Zoom settings with the pointer etc Bl We will have access to a menu of options Stakeout Point We can stakeout the selected point from the current base with the cursor It allows us to mark a setback on the profile for a distance towards the inside of the axis or to the outside of it that follows a horizontal line or one of the slopes of the vectors that are supported at the apex and on this new position increase the height It will show us the coordinate of the point to stakeout and azimuth and distance from the current database to the selected point In height to stakeout offers you the default height that the point has in the file but can directly place a distinct one or develop a mathematical expression such as 67 580 0 5 which would give the height 68 08 to stakeout This is very useful for staking out parallel layers of heights like the terrain blocks Base PK 13000 xj X del Pto 16272 093 Towards E Y del Pto 14944 914 With Slope gt Z del Pto 610 979 Az Teorico 371 6462 q Dis Teor After taking a reading from the device the program informs us of the point with respect to the alignment with the ba
20. and slopes single surface package Web www topview es E mail soporte Otopview es P gina26 USER MANUAL TOPVIE ty TopView HE a Esc Hed ite A M Ptos 25 Pk 0 000 Ratio 2 0 Pk Profile 0 Left Margen Terrapl n Right Margen Desmonte Surface OK r Pk 50 000 D 18 489 235 519 Pie In this graphical display we can move through the points that make 1t showing at the top data about this point such as distance to axis the dimension the element that defines it and the slope Here 1s an example of a street in a housing development with sidewalks on both sides and parking on the left Ll pios Consisting of the following vectors Vectors for parking area and sidewalks vector 1 2 248 422 Vector 2 HBg 4 150 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 2466 6 830 ABAE 4 686 ABAE 6 80 HBH HAHH AAAA 4 466 Anterior Siguiente Dibujar Vector 1 Wector z Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 4 258 6 6841 AAAI 6 1550 2206 7 Azz ABAI 6 750 Zo y BAS 4 4861 6 300 ABAE 6 80 Anterior Siguiente Dibujar Vector 1 Vector z Vector 3 Vector 4 Vector 3 Vector 6 Vector Y HBA 4 150 3 608 6 830 ABAE 6 800 ABEB 4 686 ABAE 4 48 HBH HHAH ABAE 4 686 Anterior Siguiente Dibujar Web www topview es Pagina27 E mail soporte Otopview es USER MANUAL TOPVIE Vectors of the subgrade in area of only sidewalks Vecto
21. and standard import DXF 3DFACE CAMBER Table In this option Camber Tables are imported for subsequent field stakeout The formats supported are Web www topview es E mail soporte Otopview es P gina38 USER MANUAL TOPVIE Elije Programa TCP IP SDR VARIN CARTOMAP INROAD ACS MDW PROTOPO Note As of the publication of this Manual this is only available for programs ISPOL CLIP TCP IP Cartomap and Inroad Web www topview es E mail soporte Otopview es P gina39 USER MANUAL TOPVIE EXPORT MENU Bases amp Coordinates In this option the data from BASES COORDINATES is exported in different ASCII File Formats Bases If the active device is a GPS the program will allow us to export bases in XYZ or in Lat Lon Alt Coordinates It allows you to export the following formats Opciones N X 2 Cod cdt Transverse Profiles Web www topview es E mail soporte Otopview es P gina40 USER MANUAL TOPVIE In this option TRANSVERSE PROFILES data are exported in different Ascii file formats seleccione Formato Ascii P Tr Ed Formato CLIP ter Formato ISPOL per Formato MDT tra Formato Pk DesplCota sdr Seleccione Tipo de Fichero ES N X Y Z PK C digo xyp Fichero de Transversales Pk Despl X Y C digo 0bs pdp Transversales de T neles Solo Observaciones obp Longitudinal Profiles In this option LONGITUDINAL PROFILES data exported in d
22. entre Bases Existentes De Base A Base B Error Dist 0 001 Error Cota 0 023 Aceptar Later it shows the errors resulting from the calculation with the bases Errores resultantes en A A MErrores resultantes en B Error lt A 0 000 Error Xx 06 000 Error Y 0 000 Error Y 0 000 Error Dist 0 000 Error Dist 0 000 Error Cota 0 011 Error Cota 0 011 It then shows us the results to decide whether to save it or not Then it asks us if we want to stake the last reading or if we want to save it in a comments file Web www topview es E mail soporte Otopview es Pagina78 USER MANUAL TOPVIE Reg 4 Nombre C Coord xX 900 005 Coord Y 909 999 Coord A 90 009 Descripci n E Orientar con ltima Lectura Si Ma Grabar Borrar Coordinates This module allows both data collection as a tachimeter or the stakeout of previously taken points imported points DXF DWG Fixed Sections Standard Sections Areas and others This is the most complete and powerful module in the program The first thing we have to load is a code library that can be edited and changed according to user preferences You can even create multiple code libraries When we open a coordinates file the program shows the layers allowing us to enable or disable those we want and so accelerate the redrawing la X 213821 83 V 4161677 54 AE Esc Hed 24 layers of COX H Clicking this icon opens a po
23. slope B Int Izq and GDP Left Web www topview es E mail soporte Otopview es P gina24 USER MANUAL TOPVIE VECTORS This is where the power of this module lies as it is where the families of vectors that make up the figures of ditches slopes of cuttings embankment slopes fixed platforms and fixed sub grade are defined These figures or family of vectors have a unique name which is used to find them in the previous tables It is important not to confuse the names of these families to not apply a ditch where there is a slope or a fixed platform etc so we recommend starting the names designating them with the following key words tronco stv IncD1 IncZ1 IncD2 Inc22 IncD3 IncZ3 IncD4 Inc 4 IncD5 Inc 4 IncD6 3 000 2 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 2 000 2000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 1 500 0 400 0000 0 700 0 500 0 000 0 000 0 000 0 000 0 000 0000 0 000 2000 0 500 0 000 0 000 2500 0 500 0 000 0 000 0 000 0 000 0 000 0 000 0 000 1 500 0 400 0000 0 700 0 500 0 500 0 000 0 000 0000 O 000 0000 0 000 If a name of a family of vectors for gutter is called C1 v of can be called from the table of EMBANKMENTS and DITCHES as Cl 1 e we can use wildcards for short calls to names You can define a maximum of 7 vectors to define a figure as complex as you want To defi
24. tenths of seconds These differences are stored in a few variables and recorded in the configuration file From that moment all the coordinates received from mobile sensor will have these differences subtracted from them so that the position of the GPS Base is a known coordinate If we have several mobile GPS we will have to perform the calculation for each of them Each time that you configure the GPS Base these variables go to zero so if the Base sensor 1s not positioned in a known base we must perform the corrections again The advantages of this method are several 1 The possibility of placing the GPS Base anywhere based on the current needs 2 We can put the Base GPS antenna on the roof of our car and the sensor in the boot thus eliminating the need to monitor the equipment and reducing the Radio MODEM emission distance after reading all the bases in the remaining days work will be done in nearby positions Keep in mind that the car should not move during the work and if moving it is necessary to calculate the correct differences again 3 If a job already exists with a BASE GPS emitting differential corrections whose wireless modem is compatible with ours then the information that it emits is also compatible We can use these Radio signals and corrections from mobile even if its coordinates are different from ours We will arrive at a picture like this Web www topview es E mail soporte Otopview es Pagina50 USER MANUAL TOPVIE
25. the deletion Name BE Latitud 37227 4 09353 W Longitud 62 16 34 76168 W Altitud 154 698 Description vertice gt gt Perp to Axis In this option we can choose a base and an axis by the name of the file 1t defines indicating an approximate search PK to analyse showing the station and resulting displacement Bases Order Bases This option allows you to sort numeric and alphanumeric bases by name If you have used both designations the program places the bases with numerical designation first and then the bases with alphanumeric designation Web www topview es E mail soporte Otopview es Paginal3 USER MANUAL TOPVIE EDIT COORDINATES In the new version the coordinates editor has the same appearance for both ET and GPS and is this levantamiento cox 370795 530 370797 425 370805 095 370813 769 370810 326 370811 759 370813 936 370815 043 370815 655 370818 567 370823 671 370819 123 370816 316 370816 168 370816 463 4065534 265 4065532 954 4065541 278 4065550 810 4065553 740 4065554 458 4065553 972 4065552 800 4065550 707 4065537 158 4065528 712 4065549325 4065561 889 4065563 846 4065565 110 R R RBR R R R S R R R Ex R R R B 2 fe fe f 2 fe 2 2 2 RR S UE 8 e Az Lat 246 416000000 242 334000000 239 990000000 232 256000000 257 036000000 254 934000000 242 166000000 231 250000000 222 392000000 202 342000000 191 726000000 201 754000000 316
26. the up or down arrows or we can search for a particular PK by clicking on the Search option and choosing from the list of all Pks included in the file stakout Lista de PKs Web www topview es E mail soporte Otopview es P gina70 USER MANUAL TOPVIE explore Pks We can explore profiles displaying them on screen until the end of the file is reached or press ESC Regen_Screen You can clean the screen of the points not saved and display the stakeout option Parameters such as the ratio height width and others Surface_Active here we can choose the surface that we will stakeout 1f we want to change it Capture Profile allows us to take a transversal and save it as a surface If we know the position of the profile in the field because we have reference stakes we can capture directly the profile points and record them without having to choose the theoretical stakeout point for each reading and even calculate the action on the slope without having previously chosen the theoretical top and bottom points of the slope as the program searches for the vertical point captured and which vectors to use for the calculation of the action even though we have chosen to stakeout the point on the opposite side Undoubtedly it 1s a quick and convenient way to make tracking profiles for monthly reports while stating corrections on the slope shoulders leveling This option is designed to use a conventional geometric leve
27. 0 4622 835 9628 938 293 626 0 010 4622 829 9628 930 293 624 30 000 4605 060 9604 771 287 080 0 020 000 30 000 4656 721 9641 256 306 226 21 600 4651 744 9634 489 303 838 0 530 4639 261 9617 515 296 994 0 000 4638 947 9617 088 296 892 11 980 4631 849 9607 437 294 566 21 632 4626 130 9599 662 292 460L El ctrica 30 000 4621 172 9592 921 290 634 Level File txt P K Nivel X Y Distancia Cota terreno Cota secci n Dif cotas 0 000 000 Terreno real Nivel 1 4629 439 9637 917 11 146 296 629296 129 0 500 4626 380 9633 758 5 983 295 238 299 570 4 333 Web www topview es E mail soporte Otopview es P gina34 USER MANUAL TOPVIE 4626 034 9633 288 5 400 295 081299 8624 781 4625 146 9632 080 3 900 294 677299 922 5 245 4622 835 9628 938 0 000 293 626 300 000 6 374 4620 524 9625 796 3 900 292 775 299 922 7 147 4619 636 9624 588 5 400 292 448 299 862 7 414 4619 290 9624 118 5 983 292 320 299 570 7 250 4609 051 9610 196 23 265 288 549288 049 0 500 Nivel 2 4626 380 9633 758 5 983 295 238 299 570 4 333 4622 835 9628 938 0 000 293 626 299 6906 064 4619 290 9624 118 5 983 292 320 299 570 7 250 INROAD RoadWay_Modeler_XYZ List dat January 7 2002 Roadway Modeler W xyz Page L Oe 52 12 17 PM Report Template ROADWAY MODELER XYZ Layer Name w HA 1 VA 1 Station TC Offset X coord Y coord Z coord 0 000 814 Left Uneon 7 8728 4738 2903 9347 1126 243 5355 Orig Elei 243 5355 Cut Fill Ht 0 0000 0 000 814 Left_Uncon 7 0000 4739 1085 9
28. 061 317 229 5011 0 4469941 0 8945369 a CLOT 80 010 383 337 325009 596 4251718 408 200 013 229 5011 325009 596 4251718 408 3 CIRC 90 720 463 347 324971 947 4251647 835 500 000 234 5947 324543 972 4251906 365 4 CLOT 80 000 554 067 324918 271 4251574 853 200 000 246 1455 324862 127 4251517 894 5 CLOT 57 870 634 067 324862 127 4251517 894 125 000 251 2385 324862 127 4251517 894 6 CIRC 189 543 691 937 324821 898 4251476 335 270 000 244 4160 325028 808 4251302 874 7 CLOT 57 870 881 480 324758 810 4251301 707 125 000 199 7247 324763 189 4251244 032 Istram5 12 23 Abr 2002 11 33 pagina 1 PROYECTO 7 EJE 1 VILLANUEVA DEL DUOUE PENARROLLA PUEBLONUEVO eee ESTADO DE RAS ANTES KOR K PENDIENTE LONGITUD PARAMETRO VERTICE ENTRADA AL ACUERDO SALIDA DEL ACUERDO amp m kv p k cota p k cota p k cota 0 000 576 908 4 555556 69 676 3350 000 36 000 575 268 1 162 576 855 70 838 574 406 2 475676 70 735 3600 000 147 000 572 520 111 633 573 396 182 367 572 339 0 510823 91 474 9000 000 378 000 571 340 332 263 571 574 423 737 571 571 0 505556 106 165 2500 000 486 000 571 886 432 917 571 618 539 083 569 900 3 741045 143 683 2100 000 620 000 566 873 548 158 569 561 691 842 569 101 3 101010 211 900 5700 000 818 000 573 013 712 050 569 727 923 950 572 360 Format MDT Planta 0 000 9259 885 5391 355 31 36654 0 000 0 000 74 688 9295 213 5457 159 31 36654 0 000 0 000 89 269 9302 110 5470 006 33 27631 0 000 46 500 95 961 9305 023 5476 025 24 15199 0 000
29. 100 000 KN 00 2120 000 2120 000 2140 000 2140 000 2160 000 2160 000 Header options have the functions already described in other sections of the program Web www topview es E mail soporte Otopview es Paginal9 USER MANUAL TOPVIE PROFILE EDITION As in the rest of the preceding sections we have the same options use create and delete The program asks us 1f we want to edit create or delete a file of transversals longitudinals or tunnel transversals USE Existing File CREATE New File DELETE Existing File This module shows us this table 742506 876 742506 926 742509 518 742472 352 742474 973 742475 604 4154659 879 4154662 467 4154662527 4154665 362 4154651 222 4154654 374 4154655 206 9 710 EJE2 Pk 0 000 D 13 041 EJE2 Pk 0 000 D 13 118 EJE2 Pk 0 000 D 16 949 EJE2 Pk 0 000 D 17 175 13 077 12 033 GPS Base 9 3 GPS Base 9 3 _ GPS Base 9 3 GPS Base 9 3 GPS Base 6 3 GPS Base 5 3 GPS Base 6 3 37 505183044 37 50520579 37 505206318 37 505231165 37 505113620 37 505141304 37 505148628 File of Longitudinal 6257951881 6257927337 6257926752 6257896529 6258321214 6258290555 6258283148 742477964 742483 064 742488 602 4154658 373 4154664 894 4154671 646 8 085 0 193 8 925 GPS Base 6 3 GPS Base
30. 2 544 5 RECTA 133 861 42 325 683449 138 4300349 689 10 2746 0 000 0 000 Alzado Nombre del fichero del alzado CAMINO1 Fecha hora ltima modificaci n T tulo NR 24 02 04 14 35 48 C TRAZADO CAMINOS WIN CAMINO1 Ps Bs INICIO TANGENTE VERTICE TANGENTE TANGENTE VERTICE TANGENTE TANGENTE VERTICE TANGENTE ENTRADA SALIDA ENTRADA SALIDA ENTRADA SALIDA Web www topview es Pagina32 771 260 2 48 0 0 0222 745 0 0419515 0 0308514 RADIO PARAME TRO 0 000 0 010 0 000 80 000 0 000 Poke COTA PENDIENTE PARAMETRO 0 0000 485 4800 17999 7 4 9999 485 5600 15997 4 9999 485 5600 0 0010 5 0000 485 5600 9 1333 112932 486 1348 94333 19 9989 486 9299 900 0000 28 7046 487 5566 7 1987 STroLT2 489 6307 Tr t987 Tor T597 490 8000 1000 0000 90 0022 491 4416 379502 E mail soporte topview es a 7212 7212 4596 2676 0000 0000 000 000 000 000 000 000 USER MANUAL TOPVIE Fixed Sections This option imports files of transverse mortises profiles or from Natural terrain files for subsequent field stakeout The formats supported are ISPOL You can import any surface in an Ispol profiles file You only need to specify the number of axis and the line type to import CLIP TER File You can import in order to check if a mapping is similar to the real field or simply to accompany the display of another layout flush or subgrade
31. 346 8086 242 6611 Orig El 243 4627 Cut Fill Ht 0 8016 0 000 814 Left_Uncon 3 5000 4742 3893 9345 5895 242 6811 Orig Elei 242 3364 Cut Fill Ht 0 3447 0 000 814 Centerline 0 0000 4745 6701 9344 3704 242 1011 Orig El 241 4551 Cut Fill Ht 1 2461 0 000 814 Centerline 0 0000 4745 6701 9344 3704 242 7011 Orig Els 241 4551 Cut Fill Ht 1 2461 SDR VARIN Listed_Pk Displacement Chain of Sdr Varin You can import in order to stake out or display the surface 0 000 5 000 510 512 0 000 0 0 000 95 000 510 612 000 510 512 20 000 5 000 510 725 20 000 0 000 510 825 20 000 5 000 510 725 CARTOMAP Terrain PaKa Distancia X Y Cota terreno C digo 0 000 000 30 000 4640 610 9653 105 301 707 0 000 4622 835 9628 938 293 626 0 010 4622 829 9628 930 293 624 30 000 4605 060 9604 771 287 080 0 020 000 30 000 4656 721 9641 256 306 226 21 600 4651 744 9634 489 303 838 0 530 4639 261 9617 515 296 994 0 000 4638 947 9617 088 296 892 11 980 4631 849 9607 437 294 566 21 632 4626 130 9599 662 292 460L El ctrica 30 000 4621 172 9592 921 290 634 Section iB Nivel X Y Distancia Cota terreno Cota secci n Dif cotas 0 000 000 Terreno real Nivel 1 4629 439 9637 917 11 146 296 629 296 129 0 500 4626 380 9633 758 5 983 295 238 299 570 4 333 4626 034 9633 288 5 400 295 081 299 862 4 781 4625 146 9632 080 3 900 294 677299 922 5 245 4622 835 9628 938 0 000 293 626 300 0006 374 Web www topview es Pagina35 E mail
32. 4 830000 3 500000 234 930000 0 000000 235 000000 lt PntList2D gt lt CrossSectSurf gt cCrossSectSurf name Template Surface desc BASE GRANULAR state proposed gt lt PntList2D gt 0 000000 234 900000 3 500000 234 830000 3 500000 234 930000 4 500000 234 910000 4 500000 234 710000 3 500000 234 730000 0 000000 234 800000 3 500000 234 730000 4 500000 234 710000 4 500000 234 910000 3 500000 234 930000 3 500000 234 830000 0 000000 234 900000 lt PntList2D gt lt CrossSectSurf gt lt CrossSectSurf name Match Slope desc Left state proposed gt lt PntList2D gt 4 500000 234 910000 4 967912 234 442088 lt PntList2D gt lt CrossSectSurf gt lt CrossSectSurf name Match Slope desc Right state proposed gt lt PntList2D gt 4 500000 234 910000 4 500000 234 910000 5 067126 234 342874 lt PntList2D gt lt CrossSectSurf gt lt CrosssectSurf name Top Surface desc state proposed gt lt PntList2D gt 4 967912 234 442088 4 500000 234 910000 3 500000 234 930000 0 000000 235 000000 3 500000 234 930000 4 500000 234 910000 5 067126 234 342874 lt PntList2D gt lt CrossSectSurf gt lt Crosssect gt Digital Terrain Models In this option MDT files are imported for later field stakeout The formats supported are Elije Programa TCP IPV 3 0 SDR VARIN CARTOMAP INROAD ACS MDW Note As of the publication of this Manual a 4 it is only available for programs ISPOL TCP IP inroad
33. 51647 840 234 5941 500 000 200 000 324543 972 4251906 365 554 067 90 725 324918 271 4251574 853 246 1456 500 000 324543 972 4251906 365 634 067 80 000 324862 128 4251517 894 251 2385 0 000 200 000 691 937 57 870 324821 899 251476 335 244 4160 270 000 125 000 325028 808 4251302 874 881 480 189 543 324758 810 4251301 707 199 7247 270 000 325028 808 4251302 874 1 VILLANUEVA DEL DUQUE CRUCE DEL CUART 24 04 2002 Pg 1 DATOS DE ENTRADA NS P K Cota p s L Kv Flecha 1 0 000 576 908 2 36 000 575 268 4 5551u 69 653 3350u 0 181 3 147 000 572 520 2 4759 70 742 3600 0 174 4 378 000 571 340 0 5108u 91 455 9000U 0 116 5 486 000 571 886 0 5053 106 148 2500 0 563 6 620 000 566 873 3 7406 143 667 2100u 1 229 7 818 000 573 0130 3 1007 211 874 5700 0 984 Format ISPOL Files cejel res y rasal res Istram5 12 23 Abr 2002 11 33 pagina 1 PROYECTO EJE 1 VILLANUEVA DEL DUQUE PE ARROLLA PUEBLONUEVO Web www topview es E mail soporte Otopview es P gina30 USER MANUAL TOPVIE kk xk LIS TADO DE LAS ALIN EACIONE Dato TIPO LONGITUD P K X TANGENCIA Y TANGENCIA RADIO PARAMETRO AZIMUT Cos Xc Xinf Sen Yc Yinf 1 RECTA 383 337 0 000 325180 945 4252
34. 5up WVis Sup Vis Monitoring New Track Po Delete In contrast to the module of Fixed Sections here there is no file containing all the PKs already calculated but the program will generate a file with the Pk and the slopes remove or fill that we specify Cutting with the actual terrain will be found with the option Action on Slope and the decision whether it corresponds to cut or fill at each of the banks is ours although it is quite clear that if the point taken in the field is drawn on the screen below the slope then we must apply Cut or Fill otherwise Pk of Profile Pk otakeout Rect Margen left 7 Slopes Margen right Desmonte TODAS ratio 2 000 Progressive mts 20 000 Otherwise it behaves exactly like the previous module Auto Busqueda 5i surface Note that to be able to load the imported Fixed Sections from the corresponding PC program Clip Cartomap MDT Ispol etc we can check if the lines that define the Section Type and the fixed lines overlap then we have a well defined geometry for the Work and 1f not we can find out where the differences are and evaluate them Once we decide it is fully defined we can delete the Fixed Sections files to free memory for other purposes Web www topview es E mail soporte Otopview es Pagina75 USER MANUAL TOPVIE TAKES MENU Capture l a rero 14 13 00 Tt The options in this menu cover most operations involved in fie
35. 6 3 GPS Base 6 3 37 505176527 37 505233897 37 505293234 6 258255433 6 258195649 6 258130835 whose Edition 1s very similar to that described in other modules I must just comment that the draw option allows us to draw on screen a specific profile using the entire width available and the ratio needed to use all the screen height It is not necessary to have put the cross points in order previously PK to Draw ratio 2 000 Use the lt gt para otros Pks Web www topview es E mail soporte Otopview es P gina20 USER MANUAL TOPVIE Pk 20 Ratio 2 Web www topview es E mail soporte Otopview es P gina21 USER MANUAL TOPVIE TYPE SECTIONS In this option you can create delete or modify files defining the sections of a linear building work such as a road railway canal pipe etc Edit Table of Roadway and Verges Slopes and ditches Medium and Eccentnecity Table of Vectors calculate A Profile There are elements that are defined parametrically and others vectorially All ditches cut and fill slopes including berms clearance berms crowns etc Inadequate fixed platforms 1 e car parks pavements etc and inadequate fixed sub grade 1 e different thicknesses under areas of parking pavements etc are defined vectorially All others are defined as parameters Roadways and Verges Upon entering each of the tables there is an identical men
36. 800 7 13740 012 151 946 25000 000 771 284 2 974 8 14583 100 182 214 Format InRoad Planta BENTLEY HORIZONTAL ALIGNMENT TO ASCII Nombre de la alineaci n ytu Descripci n de la alineaci n Estilo de alineaci n default TYPE STATION RADIUS X_CRD Y_CRD DIRECTION SPI_LENGTH LIN 0 000 000 0 000 1027846 961 116276 004 SPI 0 031 076 0 000 1027864 7271 116301 505 CIR 0 071 076 100 000 1027889 671 116332 679 SPI 0 127 323 0 000 1027938 875 116358 372 LIN 0 167 323 0 000 1027978 716 116361 031 CIR 0 192 076 50 000 1028003 468 1163612031 Alzado BENTLEY VERTICAL ALIGNMENT TO ASCII Nombre de la alineaci n ytu Descripci n de la alineaci n Estilo de alineaci n default TYPE STATION ELEVATION SLOPE VC_LENGTH LIN 0 000 332 292 901 0 039 0 000 PAR 0 068 374 295 536 0 039 100 000 LIN 0 168 374 296 728 0 015 0 000 PAR 0 266 281 295 268 0 015 50 000 LIN 0 316 281 293 709 0 047 0 000 PAR 0 349 372 292 139 0 047 80 000 LIN 0 429 372 289 975 0 007 0 000 Format TRAZADO Planta Fichero C XTRAZADOXCAMINOSNWINXCAMINO1 T tulo C trazado ejemplol win CAMINO1 Fecha 22 02 04 20 31 26 ALIN TIPO P LONGITUD X Tang Y Tang AZIMUT XC o I YC o 1 1 RECTA 0 000 0 020 683396 793 4300226 714 26 6250 0 000 0 000 2 CIRC 0 020 0 000 683396 801 4300226 732 26 6250 683396 810 4300226 728 3 RECTA 0 020 112 932 683396 801 4300226 732 26 9138 0 000 0 000 4 CIRC 112 952 20 909 683443 135 4300329 722 26 9138 683370 178 430036
37. 906000000 345 108000000 359 752000000 Mod It allows us to modify data in the table Anad It allows you to add records in the table Borr It allows you to delete records from the table PkD It allows us to analyze any point in the table with respect to an axis in TopView Requests the axis to use and then shows the analysis of the result AzD It allows us to calculate azimuth distance and increase in dimension between points Result of 2 to 3 azimuth 138 5323 Distance 2 3041 Incr cota 0 0344 12 Punto 22 Punto Area This option allows us to calculate a surface and its perimeter from the names of the points that we choose until you want to close with the first A sketch of the figure formed by the chosen points perimeter in metres and the surface in m2 Areas and Has will be displayed Web www topview es E mail soporte Otopview es P ginal4 USER MANUAL TOPVIE Surface Points You can choose one by one the points we want to make up the figure several sequences of points in ascending or descending order or all the file in the order in which it was taken Copia de Finca cox Perim 760 437 TopView i Area 15115 098 Longitud 760 437 In TopView the extension of the coordinates files 1s cox This kind of file is not editable from outside the environment of TopView However on leaving the coordinates editor it always asks us if we are to generate the equivalent file coo
38. AVO 378 0000 378 000 571 340 9000 000 0 511 0 506 332 263 571 574 423 737 571 571 CONCAVO 486 0000 486 000 571 886 2500 000 0 506 3 741 432 917 571 618 539 083 569 900 CONVEXO 620 0000 620 000 566 873 2100 000 3 741 3 101 548 158 569 561 691 842 569 101 CONCAVO 818 0000 818 000 573 013 5700 000 3 101 0 617 712 050 569 727 923 950 572 360 CONVEXO Format Clip PIT 1 VILLANUEVA DEL DUQUE CRUCE CUARTENERO 0 0000 325180 9450 4252061 3170 229 5011 0 0000 0 0000 383 3415 325009 5936 4251718 4039 229 5011 0 0000 0 0000 463 3415 324971 9494 4251647 8399 234 5941 500 0000 200 0000 554 0667 324918 2708 4251574 8529 246 1456 500 0000 0 0000 634 0667 324862 1276 4251517 8941 251 2385 i 0 0000 200 0000 691 9371 324821 8985 4251476 3347 244 4160 270 0000 125 0000 PLANTA ATZ1 VILLANUEVA DEL DUQUE HINOJOSA DEL DUQUE 0 000 651 831C OR 10 000 652 007C 2000R 83 000 y 652 8710 15000R 191 000 1 3096P 500R 233 000 652 623C OR 259 000 651 487C 0 000T tambi n i VILLANUEVA DEL DUQUE CRUCE CUARTENERO 24 04 2002 P gs 1 PUNTOS SINGULARES PK Longitud Coord X Coord Y Azimut Radio Param X Centro Y Centro 0 000 0 000 325180 945 252061 317 229 5011 0 000 383 342 383 342 325009 594 4251718 404 229 5011 0 000 463 342 80 000 324971 949 2
39. CAD drawing loaded we only use a Standard Section template to stakeout any PK EN X 404910 61 Y 4611994 32 AA OO COL k r 394 49 m al Elements Peraltados Elements Peraltados left Wectors 2 CS E Vectors Interiores gp TopView A Elements Peraltados nght Definir Vectores Peraltados Vectors Extenores 7 11 Vectors Interiores After defining the axis entity and the entity which defines the reference coordinates position we are asked to select the lines that define the surface of the section and 1f we want to define camber vectors within those entities we can click on each side of the first cambered section In this last window we specify how many vectored sections will be influenced by the camber table Pk 0 D 16 577 Z 233 leveling a N in a Web www topview es E mail soporte Otopview es P gina88 USER MANUAL TOPVIE From this definition the program marks a thick grey line which is the new definition of the surface according to the criteria defined by the cambers and axis If you press on the icon Ey you access the same menu that we have already explained in the section Stakeout Menu Fixed Sections In Surface starting from a COX file containing the 3D drawing plan of longitudinal lines that define a road or similar geometry we can after loading the corresponding axis generate cuts and stake 1t out as we did in Fixed Sections H X 357236 62 Y 4608315 58 Paris
40. Huso Hemisferio A Center Huso and Sur Source Coeficiente K la Lat Source Merd Central Lat Source Mend Central Paralelo 1 Paralelo 2 Falso this Falso Norte Web www topview es Pagina46 Mend Central Paral Estandar 0 00000000 Falso this I Falso Norte 300000 000 1 000000 Factor Scale Mend Central Lat Source Falso this Falso Norte Lat Source Mend Central Falso this Falso Norte Mernd Central Falso this Falso Norte Factor Scale Lat Source Lat Ptol Lon Ptol Lat Pto2 Lon Pto Falso this Mend Central Lat Source Falso this Falso Norte E mail soporte Otopview es USER MANUAL TOPVIE Classical Settings GPS Only In this module we can configure the GPS equipment as equipment BASE or MOBILE indicating the geographical coordinates of where GPS BASE is as well as the antenna height maximum angle of inclination of satellites in use frequency of sending data to the GPS mobile through the radio modem and series parameters etc settings of SENSORS mee GES BASE eee Impose Lat Lon Alt Extract Average Positon GPS ROVER Mobile Sensor Set Extract Average Position When starting a new job we do not have the geographical coordinates WGS8 amp 4 of the base where we will place the Base GPS and should find a coordinate average for the area of work This program will begin taking readings showing the incoming coordinate
41. Load CAD allows not only to have the autocad drawing on screen but we can stakeout any graphical entity contained in it lines polylines splines dots blocks In the stakeout module we already mentioned the existence of the Stakeout Cad Entity option and mentioned the versatility and power of this tool Layers of CAD It presents a dialog box that manages the activation and deactivation of layers which exist in the loaded Autocad file Download CAD downloads CAD file and shows on screen our file in TopView format COO COX Web www topview es E mail soporte Otopview es P gina96 USER MANUAL TOPVIE Transverse Profiles This option prompts you to select the Profiles file in which it will record the data taken and then the plan file to analyze the data Then the following menu appears Options Delete Last and Modify Last operate as in Captures The following screen is displayed after the option to capture points Profiles Details Required PK Required 0 000 Separation Axe m 0 000 Increase Tra m 20 000 Skew 10 000 ss We specify the Pk belonging to the points that are going to be taken if we take a profile with generic displacement and the increment between profiles that will be added to the current Pk when we return to this screen easing the process of data collection Skew is a twist that applies to take a profile not perpendicular to the main axis Typically used to take Factory Wor
42. UCE DEL CUART 28 12 2001 Pg 1 PUNTOS DE PLATAFORMA P K Lado Pie I Arc n I Mediana Calzada Arc n Berma Pie T F 0 Izq 0 00 3 50 4 00 4 50 6 76 576 908 576 838 576 828 576 788 575 658 Der 0 00 3250 4 00 4 50 6 76 576 908 576 838 576 828 576 788 575 658 20 Izq 0 00 3 50 4 00 4 50 6 76 576 050 575 980 575 970 575 930 574 799 Der 0 00 3 50 4 00 4 50 6 76 576 050 575 980 575 970 575 930 574 799 40 Izq 0 00 3 50 4 00 4 50 6 76 575 311 575 241 57523 575 191 574 061 Cross section of the CLIP list You can import with the purpose of staking out or as a display surface of the same or as surface to visualize VILLANUEVA DEL DUQUE CRUCE DEL CUART 30 04 2002 P Gs 1 LISTADO DE PUNTOS DE PERFILES TRANSVERSALES Poke 20 COTA RASANTE C D 576 050 COTA RASANTE C I 576 050 AAAAAAAATALUDESAAAAAAAAA AAAAAAPLATAFORMAAAAAAA AAASUBRASANTEAAA Dist Cota Talud Dist Cota Pend Dist Cota 7 20 576 059 6 78 574 799 0 333 6 77 574 799 H 6 76 574 799 H 6 76 574 799 4 50 575 930 8 0 4 00 575 970 2 0 3 50 575 980 2 0 0 00 576 050 0 00 575 070 3 50 575 980 2 0 4 00 575 970 2 0 4 50 575 930 8 0 6 76 574 799 6 76 574 799 6 77 574 799 H 6 78 574 799 H 7 17 575 961 0 333 TCP IP Transversal File tra Multiple File Line Stakeout rep CARTOMAP Terrain File txt Pak Distancia x Y Cota terreno C digo 0 000 000 30 000 4640 610 9653 105 301 707 0 00
43. Z accuracy etc parameters Beside this difference we must also note that the coordinate entry occurs every 0 2 seconds and we must press ENTER or ESC to stop data entry and capture the latest data to save as a result Esc Hed 2 Ay Y OF O 25 39884 N 7 26 49 17605 W 344 741 2 000 Pxy 0 010 OP 5 0 Pz 0 018 NuevaBase BA mm BRI c Description 941 074 782 222 344 741 Altura Antena 12000 Next if we have configured the program to get more than one range of readings we are given the option to save the file as shown Web www topview es E mail soporte Otopview es Pagina77 USER MANUAL TOPVIE TopView Grabar Todas la Epocas en fichero JAMY DocumentstDemo B1 txt A ve Reverse Bisection E T Only This section allows the setting of a free base using two or more known bases which capture coordinates into an existing file and the results are written to the same file AAA Nombre Er 1 5 Altura Inst fi 5650 Aceptar For a greater precision of data from the new base two readings are taken direct and reverse The order of the readings is of free choice with the program being responsible for accurately positioning the new Calculated Base Elija Opci n E xl Tomar lecturas Borrar lecturas Calcular The program first calculates the errors between the coordinates read from existing bases and the coordinates stored in the file Error
44. _Calzada_Der11 0 000 000 5 750 602 200 DCHA_Apar_Der1 0 000 000 5 760 602 340 DCHA_Bor_Der1 0 000 000 8 760 602 400 DCHA Ace_Der1 0 000 000 9 510 602 400 DCHA Berma Der1 0 000 000 11 430 601 120 DCHA_Ta_entrd_cunel 0 000 000 12 430 601 120 DCHA_Ta_Sal_cunetal 0 000 000 13 774 601 792 DCHA Desmontel ACS MDW 9380 000 48 492 57 574 46 762 57 427 38 678 56 705 38 158 56 359 37 988 56 246 36 988 56 245 30 432 55 970 29 228 55 890 23 425 42 681 42 681 19 825 42 393 18 625 42 193 18 156 41 635 41 635 18 025 42 293 17 425 42 393 42 393 16 425 42 473 13 925 42 673 12 157 54 783 11 621 54 754 5 500 43 347 Web www topview es E mail soporte Otopview es P gina36 USER MANUAL TOPVIE PROTOPO 500 500 500 500 187 043 040 000 000 500 500 500 500 500 500 000 000 600 661 200 400 912 000 683 991 505 942 077 314 000 PK 0 000 P 10 971 819 171 Taludl 6 400 814 600 6 000 814 200 4 800 814 600 3 000 814 600 000 814 600 000 814 600 000 814 200 400 814 600 0 3 4 800 814 600 6 6 8 542 816 742 EAGLE User Name jpla 42 727 43 427 42 807 43 347 43 087 42 764 44 067 44 147 44 227 44 787 44 987 44 907 K Origen Talud2 Cunetal Bermal Calzadal Eje Calzada2 Berma2 Cuneta2 Talud3 Talud4 Project Bellpuig Preixana Subproject 44 44 44 Bellpu
45. analyzes our position with respect to the line showing the following information CM30 P gt Pk 32 316 D Axe 23 62 256 34 m Pxy 0 015 Pz 0 015 Up 1_ 770 Web www topview es E mail soporte Otopview es Pagina82 USER MANUAL TOPVIE In Coplanar points after marking three points that define the plane the program draws the triangle from these three points and shows our position along with calculating the increase to reach the plane when we re inside or outside it In these last three modules if we have loaded an autocad drawing dxf dwg we also have the option of selecting drawing entities as shown in the image X 224180 46 Y AREER 49 I Opciones HM del Fto Picar en Pantalla P a Picar en DXF DWG In File Bases the program requests the loading of a Bases file and runs a Zoom Extension to display them all onscreen Afterwards we are asked to select the bases that we want to stakeout and from now on it behaves as in Isolated Point Stakeout The drawing of the base differs from the working points in that the crosses are bigger and have a box in the centre FA x 753464 03 X 41568 EX Esc ep ets AY ta 6 ABERNILLA eimai HHORNITO Wo Web www topview es E mail soporte Otopview es Pagina83 USER MANUAL TOPVIE Axis Stakeout allows loading and drawing an axis along with all other entities and after requesting the choice of Pk and the displacement we want Behavior is si
46. are able to continue working using the same data files So we can begin work with a GPS and then capture the points that could not be captured before as we were near a building or similar with a Total Station just by changing the cable and selecting the device Also noteworthy is that it is designed to complement the programs commonly used in Spain for PC such as Autocad Clip Mdt and Istram and Ispol Cartomap Protopo and others being able to import their Base and Elevation axes List of Bases Coordinates stakeout list Fixed Sections list and export Base coordinates Cross Section Profiles Longitudinal Profiles etc Being a program developed in Spain the whole program manuals and complementary programs for Pc etc are written in Spanish and adapted to the usual Hardware and Software environments in Spain Adaptations to other types of import or export file formats will be done in the shortest time possible Web www topview es E mail soporte Otopview es P gina108
47. cfg containing the last value of all program variables work directory device height base height base coordinates etc Then we are asked to confirm the name of the user or company that is to be shown at the top of the screen Main program if the version is TopviewPc we indicate the Screen Size we want to emulate and if we want to use the physical keyboard of the PDA or the Virtual Keyboard designed by us Web www topview es E mail soporte Otopview es Pagina7 USER MANUAL TOPVIE The Scale option only appears in the PC version allowing you to scale all program windows for better viewing on high resolution equipment If this is the first time it runs it shows some default values like Device GPS Emulator To choose a device we have to go to the Device Setup menu to a form where you are asked to choose between using a GPS or Total Station we indicate the appropriate communication parameters and other options that are illustrated in the picture Device Port Options Device Sistema GPS x Brand TOPCON Model Aa fa aya dia j A Similarly to delete create or choose a working directory to house the data files we go to the Config menu Dir WORK Web www topview es E mail soporte topview es P ginaS USER MANUAL TOPVIE Directory WORK directory Currently D My Documents Demo directory New CA H DARRO H DEMO JAEN INLAND Demo Servitopo H Demo Tunel
48. contain projects Our professional effectiveness depends on the speed and accuracy with which we treat such information The surveying equipment that we use today contains technical enhancements for the manipulation of large quantities of data and to store them on Pcs However the applications integrated into topographic devices are mostly scarce and inadequate with limited memory and unwieldy to use due to small keyboards Moreover our data storage inside the measurement equipment requires us to use only them and not others or we would have to copy and even transform the data from one computer to another Therefore an external tool is needed that can use the data transmission capacity of the topographic devices and manipulate this data in a more comfortable environment with a more versatile keyboard a screen with acceptable resolution and with a faster microprocessor It also permits the use of any measuring device without having to pass data from one to another To meet this need we have developed a powerful fast intuitive and easy to use application It integrates into any PDA and Tablet that has Windows Operating System either Windows CE 3 0 or above Pocket PC 2003 or higher Windows Mobile and Windows 95 XP Vista 7 Web www topview es E mail soporte Otopview es Pagina4 USER MANUAL TOPVIE Some industrial PDAs for field work are Web www topview es E mail soporte Otopview es P gina5 USER MANUAL TOPVIE Some
49. ct the name of the sensor you want to communicate with appears but it s also possible that no equipment appears also that those which appear don t interest us In this case we have to click on the Scan option which means the book will scan Bluetooth for equipment to communicate with After finishing this operation the name of the sensor we want to communicate with must appear and now we only have to hover on our sensor and clic the Select button which is then selected and then the configuration is applied With this done we disconnect the base sensor and connect the mobile to the PDA and apply the settings In this way we can begin to work since both sensors are already setup Maybe we can t connect or we cannot send to or receive from the Radio Modem and then we change the settings we believe incorrect resave the configuration file with the same name and apply it again COMMUNICATIONS PDA SENSOR Communication can be set in three different ways BluetT Serial Bluetooth and Cable Cable communication does not present any problem so we will discuss the other two options The classic ports are known by the name of COM while the BlueTooth port is known with the name of BSP and to this must be added the number of the port COM1 or BSPI Usually on a PDA the cable port is COM1 while the BlueTooth port may be BSP2 or BSP3 However most PDAs incorporate a Driver which makes the BlueTooth port emulate a conventional serial COM por
50. ctor under our vertical Therefore these components may change dramatically depending on the vector that is under us basing the calculation on different vectors as we move The size of the cursor will change between small when it is in High Precision medium when it is Floating or medium precision and big when it is in Navigation mode Also the display shows the differences between the theoretical profile Pk and the Pk where the GPS antenna Mobile is and the differences between the distance to the axis of the theoretical point and the point where the GPS mobile is as well as the movement to make to reach the correct position Movements to be carried out are therefore move forward or backward in PK and zoom in or out from the axis Web www topview es E mail soporte Otopview es Pagina72 USER MANUAL TOPVIE You can check the status of satellites and Pdop batteries etc by clicking on the corresponding icon We can also change the height of the antenna GPS mobile or code point or change precision tolerances or frequency with which we read points A new option Continuous Interpolation is included to stakeout any profile that is not found in the listing that appears with Search Pk We are asked how many metres we want to interpolate Keep in mind that the result of this interpolation can be misleading in transition zones with complex sections where we go from a number of segments per section to another That is it is a go
51. current data from the stakeout Web www topview es E mail soporte Otopview es Pagina59 USER MANUAL TOPVIE Coordinate File ae Hesqua da F Guard It starts by asking for the filename for the stakeout and then presents a screen where we can select the particular point we want to stake and the azimuth that we should put in the ET We can change the dimension to be staked out by changing the Inc Z value which is added to or subtracted from the height to be staked estadop cox Pto 1 A del Pto 948 797 Y del Pto 973 314 Z del Pto 100 411 Azimut Te rico 265 1204 q Dist Te rica 82 416 m e 000 aa After placing the apparatus with the indicated azimuth and the linear operator we can check it by pressing Enter After taking the reading the program asks for the height of the pole and the code we want to use for the point to save in the backup file Then we are shown the result of the stakeout and the action to take estadop cox Pto 1 Alt Prisma 1 500 Alejarse 0 001 Derecha 0 000 Altura Prisma 1 500 Subir 100 430 C digo Punto estadop cox Pto 1 Cota Pto 0 019 The action Zoom In can change to Zoom Out if the difference in distance is negative The Right action can be changed to Left and reflects the lack of alignment in the stakeout The action Up may change to Down depending on the difference between the real height and the height to be staked Web
52. d where M is the number of columns entered and N the number of rows A file extension ils is created In the capture coordinates module we have the option to load either one The advantage of using the ils file is that the program will knowing our position show the corresponding cut file so that if we move to another area contained in another file the program automatically unloads the previous point from memory and the new one is loaded This is useful in the field because normally we take a Pda with us Web www topview es E mail soporte Otopview es P gina105 USER MANUAL TOPVIE CONTACT U S You can contact us via the following email addresses Web sites and phone numbers EMAIL ADDRESSES soporte Topview es WEB Wwww Topview es PHONES 954789329 Telf Fax 629331791 630241313 Web www topview es E mail soporte Otopview es P ginal06 USER MANUAL TOPVIE PDA INSTALLATION PROCEDURE Download the installation package for PDA TopView_V1_ARM CAB which is valid for any Windows operating system for PDAs and micro ARM Depending on the PDA you can also request to install the add on called Net Compact Framework in this case we will have to download the appropriate version for the operating system that the PDA contains Pocket Pc Windows Ce Windows Mobile After copying the file CAB to the PDA in the memory card where the key disk is generated we have to run it with the My Co
53. data from a transversal file and the other by capturing data directly in the field L Base Currently RTCM23 All options operate similarly to transverse profiles With GPS The difference between E T and GPS in this module as in all data collection is the omission of the readings of the angles and the geometric distance of the incoming Cartesian coordinates from the GPS receiver along with their parameters HDOP VDOP XY precision Z accuracy etc We are shown a screen similar to that of data collection in tachometer in non graphical mode where the coordinates of the GPS own parameters appear Note that the coordinate entry occurs every 0 2 seconds until you press the ESC or ENTER key to instantly stop receiving new coordinate data The calculation of Pk and Displacement is iterative and as we re moving there is a residual error which will be zero if we stop or press ENTER or ESC to stop measuring and recording the data Esc HEAP 2 i ae Lat 37 33 18 40249 N Lon 6 14 37 49006 W Alt 605 258 Ha 10 T T 2 000 HDOP Cod Pry 0 020 Pz 0 023 Huso 30 175 998 m 0 023 m 0 008 m Web www topview es E mail soporte Otopview es P gina99 USER MANUAL TOPVIE CALCULATIONS MENU m p ae Local Coordinates System S C L GPS Only In this section we can select a previously created SCL or go to Edit Add Delete or Calculate a new one Edit Add and Delete work as in the other module
54. discard 1t and exit to a lower level of the application FILE MENU Selecting Files in the TOPVIEW menu allows us to select the following options ros vw 1 5 27 Enero 14 10 00 BASES EDITOR By selecting this option the following generic menu is shown a USE Existing File CREATE New File DELETE Existing File lt d The first time you want to do a job you can create all necessary files from this menu with the options from Create New File from the relevant module or create them in the Stakeout or Data menus in the relevant modules If they are already created we can go to Use Existing File and use the editing options If the computer 1s to use a GPS the program previously asks 1f we want Cartesian or Geographic coordinates Browsing the directory you can choose the desired file We have the option with the bottom tab of the dialog box to choose geographical or xyz If we choose XYZ a table appears as follows Web www topview es E mail soporte Otopview es P ginal0 USER MANUAL TOPVIE aznalc bax MA IES b MMM TABERNILL cuss ane HORNO Where we can perform all the actions that appear in the header of each column The Pk_Dist option allows you to analyze any base with respect to an axis The Conver options PC version allows calculation of a geographical basis taking into account the chosen SCL and Datum The result is expressed in WGS84 geographical If you have chosen geographica
55. e Rover W reset Sensor Type Ashtech y lf DesActivar Sonidos Height O Type of measurement Bits Details 8 E C Vertical s Leaning Stop Bits ny 5 formatRTK IDBEN Mascara Bev 10 Mobile Style of Settings Style of Settings Ea Style of Settings Actions Base Rover Actions Base Rover Actions Base Rover Device PDA Radius Tel 4 d E PDA Radius Telef Porth 4 d Device 7 Type of link Sistema GPS Brand 960 IP Directa ell A NTRIP Wavecor See GPRS movil Model Bits Details 8 NTRIP movil A ee NTRIP JNS Tola Las aac StopBits fi NTRIP Sensor Style of Settings W reset Sensor i Activar Co Op Traking Type of measurement Ww Activar Fast CPD Bits Detais g j L Vertical _ Leaning Stop Bits ES Mascara Hev ho 0 format RTK CMR CMR Ambiguities Medio Multipath Medio Web www topview es E mail soporte Otopview es Pagina53 USER MANUAL TOPVIE DEFAULT PARAMETERS We begin by selecting the device we are going to work with and we can enter into configuration profiles and apply a pre configuration for the equipment that we have selected This setting 1s applied from the option Default with which we will apply an initial configuration that will be the basis to adapt to the equipment with which we are going to work GPS BASE Parameters We will begin by configuring the GPS Base starting as already mentioned wi
56. e latitude longitude altitude This amounts to the same as the previous option but with the difference that the coordinate is taken from a file instead of the sensor This coordinate must not seperate more than 50 meters from the autonomous position that the sensor calculates for the area because otherwise the Base will not send the Differential Corrections to the mobile or 1f they are sent they will be discarded Some sensors are even more stringent and the coordinate used must be closer Mobile Sensor Setup This option instructs the sensor to act as receiver of Differential Corrections and we must set the serial communication parameters for Radiomodem as well as satellites elevation mask Antenna Height etc Corrections from Mobile Web www topview es E mail soporte Otopview es P gina49 USER MANUAL TOPVIE This option allows us to place GPS Base anywhere Extract Average Position and continue using the geographical coordinates and the SCL we already have without having to re read these bases and readjust the SCL setting Correcciones Geograficas Act E Lat 0 0 0 00026 N Lon 020 0 00012 E Alt 1 999 EDIT AR The principle is based on a translation of WGS84 geographical coordinates from the mobile So we need to read the coordinates of a base that we had previously read The program will show us the differences that exist from the current position of the base that will be just a few seconds or
57. e of ditches and slopes is going to apply tronco stt T_lzq_Desm T_lzq_Tler Cun_lzg Cun T ber Desm T_Der Ter Pos Cun_lzq Pos Cum Der T T RIRIRIRIR R 2 2 ff Ef B Pa Pa Mij paraba ha Pa Pa Pra eaf eij MEDIUM and ECCENTRICITY The introduction here of a record makes 1t considered a typical section of dual carriageway or single carriageway regardless of there being data or not in the left elevation axis If there is no data in this axis but there is data in this table the section is considered dual carriageway and the same dimensions apply right axis elevation dimension in both white bands If there is data in both axes and data also in this table separate dimensions for each white band apply If there is no data in this table it is considered single carriageway tronco stm Nulo1 Berlntlzq PendBerintlzq SemiAnclzq Excentricidad Profundidad SemiAncDer BerlntDer PendBerintDer Arc Der Nulo2 15 15 15 15 05 05 05 05 15 15 5 5 5 5 05 05 05 05 0 0 0 0 0 0 0 0 0 o o oo IDD IO o oi oi oi o o o oa oa ojo io oi DIDID IO ojo i oi joi o o o o oa S O O O O O O QO O i i i i sb i ee S O O O O O O QO O The eccentricity of the plan axis with respect to the cross section the depth of the internal gutter and the halfwidth of the same SemiA Izq the width of the internal hard shoulder A int Izq the width of the inner berm and its
58. etro No a Pry 0 01 Pz 0 03 AutoFarm 1 Trv 0 00 I Lng 0 00 In DWG entity we can click on any cad entity and the program automatically converts it into a temporary axis and we can analyze our position relative to it For the picture shown below the entity chosen 1s a poly line namely a standard curve EE X 2301 64 72 Y1 4150620 25 IS Esc ead Bed A VAT es PS PIt19 292121 116 E 0 705 E PS Alz 19 292 21 116 0 00 p 0 ISN Y PK 19 997 Fees Deje 4 394 SE RS Pav 0 015 Pz 0 025 Subir 1 999 It is a very useful option in certain jobs Staking boundaries expropriations Web www topview es E mail soporte Otopview es Pagina85 USER MANUAL TOPVIE In Fixed Sections we need to first load a CAD file with the typical cross section profiles for drawing a road which usually come every 20 meters as shown in the picture Monitoring New Track After we choose a file with base and height axis and then we select a previously defined Pk or define a new one As we can see in the first image the file loaded doesn t have valid coordinates to work with and so we have to define the entities which allow us to place the drawing in this position and resize it to work with elevations just as we do in Fixed Sections in the main menu for Stakeout To do this we have to indicate the CAD text entity which shows the PKs profile the vertical line that defines the position of the axis the horiz
59. he program will capture the closest point to the area we have selected with the marker If not it automatically captures the last point taken asking for confirmation of deletion We can however choose another point by moving through the file with the previous and next options In both cases the file is then redrawn with timely updates Edit Points this only allows us to modify the code and target height The behavior of the program is the same as in the previous module Analyze Points performs an analysis of any point taken or from the cad file loaded relative to the axis that we are asked to select and presents the result as follows Add Points Axis here we have the possibility of creating a new axis by clicking points taken points from the current cad drawing or entities cad and combinations of these options We can also choose an existing axis and add new elements in the same way Web www topview es E mail soporte Otopview es P gina92 USER MANUAL TOPVIE dy 441387 71 4451548 64 On Off Layers shows a form with the existing layers in our drawing so we can enable or disable them on the display Layer Management displays these options the meanings are clear Web www topview es E mail soporte Otopview es P gina93 USER MANUAL TOPVIE A This icon displays a menu of tools for common calculations Az Distance Poi Calculate surfac Inters straight Intstraight_circle Circle 3Ptos Circ
60. iddle precision and large when in Navigation Web www topview es Pagina61 al RepCoor Teles J dx D 011 gt gt gt E dr 0 112 Nori Prec XAY 0 013 dZ 2 997 Subir Prec Z 0 072 Cod Pto 1 Dist 01113 E mail soporte Otopview es USER MANUAL TOPVIE Orientation Relative to Movement Displays a line from the center of the graphical display with an arrow indicating the direction to take and the distance to the Point When the distance achieved is less than 1 meter the mode changes to North Orientation Em RepCoor Esc ez v T PU Modo Prec Azimut Satel 6 Dist 6 117 Prec XY 0 006 dZ 2 995 Subir Prec 0 033 Cod Pto 1 Dist 6 117 Orientation Relative to Base Displays a vertical line from the center of the graphical display and an arrow at the end indicating the orientation to the Base and a line that rotates and shows the direction of the point to stakeout and the distance to be moved FFA RepCoor Sees Esc AMA Y me Modo Prec Alejarse 6 006 Satel 11 Derecha 1 129 Prec AY 0 013 dZ 2 996 Subir Prec Z 0 022 Cod Pto 1 BRs N We can change from one mode to another by simply pressing the following keys Web www topview es Pagina62 E mail soporte Otopview es USER MANUAL TOPVIE ae Key N or icon changes to mode North Orientation Key M or icon changes to mode Orientation Relative to Movement Key B or icon changes to mode Orientation Relative to a Base
61. ifferent ASCII File Formats Formato CLIP Ing Formato Pk Cota Clip hp Formato SPOL ton Formato MDT Jon Pk X Y Z Despi C digo xyi Pk Despl A Y 7 Codigo Obs pal Solo Observaciones obl n XY Z Cartomap _bd AXIS In this option the plan layout and axis elevation data are exported in the same Ascii file TOPVIEW format file Web www topview es E mail soporte Otopview es P gina41 USER MANUAL TOPVIE SETTINGS MENU This is the appearance of this menu in the new version DEVICE WORK CURRENTLY These three options have been previously described at the beginning in the section Starting with Topview Cable COM 115200 directory Currentiy D My Documents Demo directory New Lat 38252 40 75746 N El Lon 02 29 32 67093 W H curso H DARRO Ne Ant Base 1 200 Demo Ant Movil 2 000 a DEMO JAEN INLAND Datum WGS84 SCL Nulll WORK D My Documents Demoa Web www topview es E mail soporte Otopview es P gina42 USER MANUAL TOPVIE Geographic Corrections from Mo X Lat 020 0 00000 N Lon 02 0 0 00000 E H 0 000 GPS Options GPS Only This menu allows us to act on the Sensor GPS Options 1 Static Mode In this section we can activate and stop the recording of observations in the internal memory of the receiver and then to perform post processing This operation is possible both in the GPS Mobile and the GPS Base a
62. igpreixana 907 807 00 44 44 707 907 z959 52 52 53 995 946 946 230 54 133 54 125 54 125 52 52 52 Sub Project No ROADCALC 413 391 s97 v99 809 Date 07 14 05 Time 09 37 00 6 Page 1 CROSS Sh CT 1 ONS Surface Name STATION 0 060 000 LANDXML ExistPavement OFFSET ELEVATION 19 578 288 680 17 462 288 723 16 740 288 922 14 240 288 913 11 033 289 321 9 802 289 472 6 305 289 603 5 671 289 611 5 640 289 610 5 626 289 606 2 273 288 615 2 222 288 630 1 206 288 862 0 744 288 856 0 000 288 857 4 045 288 865 4 678 288 715 5 036 288 610 5 501 288 359 6 709 287 819 21 945 287 834 32 934 287 822 Web www topview es P gina37 E mail soporte Otopview es USER MANUAL TOPVIE lt CrossSects name CAMINO 1 gt lt CrossSect sta 0 000000 areaCut 0 0000 centroldCut 0 000000 volumeCut 0 0000 areaFill 3 5280 centroidFill 0 235969 volumeFill 0 0000 gt lt CrosssectSurf name Existing Surface desc TERRENO NATURAL state existing gt lt PntList2D gt 50 000000 235 068013 45 173750 234 976433 27 130210 234 661202 0 000000 234 392971 24 169036 234 154017 40 530949 234 453577 50 000000 234 234410 lt PntList2D gt lt CrossSectSurf gt lt CrossSectSurf name Template Surface desc ASFALTO state proposed gt lt PntList2D gt 0 000000 235 000000 3 500000 234 930000 3 500000 234 830000 0 000000 234 900000 3 500000 23
63. industrial Tablet PCs used for work in the field are 556c0600600000000006005 RAATI gt S06000009000000Enn Web www topview es E mail soporte Otopview es P gina6 USER MANUAL TOPVIE PRELIMINARY SUGGESTIONS In all PDAs the Ram Memory is a volatile memory with the corresponding risk of losing all stored information when the batteries are depleted They all also include one or two sockets that allow for the use of non volatile memory cards such as PCMCIA Compact Flash MMC or SD types and these offer another file system directory We designed the application so you can choose any of these as the Base Directory on which to create the Working Directory so that if we choose a directory belonging to the Memory Card we will not lose anything if the batteries drain Only the program uses the RAM on the PDA If the PDA runs out of energy the program will be lost but nothing else By simply running the installation program on the Memory Card the software is recovered Also if we want to check the program on a different PDA simply remove the card insert it into the new PDA and run the new installation and the program will continue working with the same recent data that was in the previous PDA Beginning with Topview When you run the program it informs you of the Serial Number and Password for the collector XP Home Edition Unidad D Pc 0123436614221 Clave 30EP7NI0Xb7D FS then it reads a file called inicia
64. ity etc Various similar to before has configuration features such as reset Sensor enable Fast CPD or as in the case of our equipment Enable co op Traking etc SAVE SETTING The configuration can be saved to not have to do this repetitive work every time we work with the same computer PDA etc To do this the Actions tab offers the option of the Record Base and Mobile Setup in one file which in following uses we only need to Load the saved configuration and apply it without changing any settings In our case we will save it with the name of Hiper_Plus_FC100 as it is a configuration of Hyper equipment along with a FC 100 notebook both supplied by Topcon APPLICATION SETTINGS Web www topview es E mail soporte Otopview es Pagina55 USER MANUAL TOPVIE Once we have been defined what the configuration of each of the sensors will be and we ve saved it we must apply it With the Actions tab we have the option of applying this configuration to each of the sensors that must be connected to the PDA which cannot be done simultaneously So we begin by connecting the PDA to the sensor base then applying the configuration when we apply the settings on any equipent we will have set the Communication between the sensor and the PDA In the case we are discussing using Bluetooth there s an intermediate step that allows us to communicate via Bluetooth which is why when applying the settings a window that offers the ability to sele
65. ks profiles that are not perpendicular to the main axis but knowing the angle alignments of the OF and the profile intersecting the axis Trunk skew we can easily take it starting from the trunk After readings are taken a screen will appear showing the data of the normal to the axis and the lateral displacement of the point When the point is not close to the theoretical Pk and we do not want to record the result pressing ESC will not record the point and in the opposite case lt Enter gt records the data Then the program asks if we want to keep taking points belonging to this profile or wish to take points belonging to another profile Points may be taken in any order you want but one point should always be recorded in the theoretical profile otherwise we could be recording a point in the previous or following profile The program sorts the points automatically without the user requesting this Once taking points has finished we return to the main menu of this module and we can Delete or Edit any point starting the selection from the last point taken We can draw a profile on the screen in the same way as in the File module gt Profiles gt Draw Profile Web www topview es E mail soporte Otopview es P gina97 USER MANUAL TOPVIE TA TraTot aak Esc Reig Ap T Pi Pk 40 Ratio 2 PK aDibujar 0 000 Ratio 2000 Utilice los lt gt para otros Pks With GPS The difference between E T and GPS in this module as in a
66. l bases the editing options are View Bases We can easily move using the cursors gt or go to a specific one by displaying the list of bases available in the file Web www topview es E mail soporte Otopview es Paginal 1 USER MANUAL TOPVIE Nombre BE Lat 38 27 4 09353 N Lon 62 16 34 78168 W Alt 154 698 Descripci n vertice Bases Insert Base or Add Base Insert is a function that allows you to insert bases If the base already exists TOPVIEW informs of the fact and forces you to change the name The data for insertion of the base are Lat Lon H Description Bases Edit Base Once the data has been modified the following scheme is presented Name Latitud Longitud Altitud Description If you press lt Enter gt the base adopts the modified data as the new values otherwise the base will still show the pre edited data If we have renamed and this already exists the program lets us know and returns to the data to change screen Web www topview es E mail soporte Otopview es P ginal2 USER MANUAL TOPVIE Bases Delete Base This option deletes an existing base in the Bases file It displays a dialog with the list of available bases presenting the data on the screen and allowing us to move graphically between different records with cursors until we choose the base record we want to delete by clicking Delete The program will request confirmation of
67. l with the sight and based on the data we have in the software we can stakeout any point of the section without taking papers to the field Select Action Use File of leveling boosting create New File of leveling Delete File leveling basting with GPS The difference between E T and GPS in this module as in all data collection is the omission of the readings of angles and geometric distance of incoming coordinates from the GPS receiver along with their parameters of Hdop Vdop XY accuracy accuracy in Z etc Along with this difference we must also note that the coordinate entry occurs every 0 2 seconds which continuously updates the cursor representing the position of the GPS Mobile with which we can see our position on the working section and move towards the desired point in a graphical manner Web www topview es E mail soporte Otopview es Pagina71 USER MANUAL TOPVIE M Ptos 16 Pk 10297 607 Ratio 2 0 The image at the top shows the stakeout of a 1 meter recess towards the outside point following the slope of the previous item and without any increase in additional height The red line shows the way to continue from our position and the position of the point we want to stakeout The image below it shows both the stakeout of a theoretical point without setbacks and the action on slope This action on slope processes Horizontal and Vertical movements that we would have to do so that our position sits on the ve
68. ld data capture or a following data analysis Featured Base Destacado This section allows you to highlight or position a new base from the base where it was positioned logging to a designated bases file Nueva Base BR 55 xj Xx del Pto 16411 471 Y del Fto 14885 0541 A Elz 367 Destacado de Estaci n PKI3000 44 Wueva Base jor 85 Descripci n unto a caseta de Obr Altura Prisma 1 5 Aceptar It should be noted that for greater accuracy of the data from the new base two readings direct and reverse are taken The compensated readings can be recorded in a backup file along with its coordinates just like in a file C digo junto a caseta de obr Error Azim 0 0005 g Error Cen 0 0000 q Error Cota 0 000 m Web www topview es E mail soporte Otopview es Pagina76 USER MANUAL TOPVIE With GPS It begins by asking us if we want to capture the bases in XYZ or Lat Lon Alt Then we re asked if we want the Cartesian of the Datum selected or in Local Cartesian based on the chosen SCL F Basis F Guard If the base exists and were going to use the reading to process the SCL we must choose Bases in LLA The difference between E T and GPS in this module as in all those for data sampling is the omission of the readings of the angles and the geometric distance for the Geographical and incoming Cartesian coordinates from the GPS receiver along with its HDOP VDOP precision XY
69. le 2P R This allows us to perform multiple common computations extracting the coordinates from the points chosen on the screen and the results can be stored in the current file The coordinates of the selected points can be edited and changed before the final calculation without altering the base X Ptol T Ftal kas7as2 S066 X Ptod Papas Jat T Ptoz osre 6773 Ptol fessea1775 Ptol koszgas 4009 X Ptol rasa 733 OO Special attention goes to to cut surface that allows a transversal cut on all visible lines on the screen active layers and draws that cut Web www topview es E mail soporte Otopview es P gina94 USER MANUAL TOPVIE FA x 370844 84 Y 40 DX F x 370911 16 v 40 EJE Esc Bede Ay T GU Le Er REA T PU MNPtos 12 Pk 0 00 Ratio 2 0 A A Marque la Linea de Corte Jee S oaa The following menu which allows the loading of images la X 213811 89 Y 4161436 18 Load Image It allows you to load an image in the formats TIF JPG BMP ECW JP2 Download Image You can download the image Calibrate Image It allows to calibrate images TIF JPG and just by selecting two common points on the image and terrain Web www topview es E mail soporte Otopview es P gina95 USER MANUAL TOPVIE calibrate Image Pa Picar 1 Pto de Imagen Picar 22Pto de Imagen Picar 1 Pto Real Picar 22Pto Real calculate Calibraci n Record GeoReferencias
70. ll data collection is the omission of the readings of the angles and the geometric distance of the incoming Cartesian coordinates from the GPS receiver along with its parameters Hdop VDOP XY precision Z accuracy etc We are presented with a screen similar to the stakeout points in which the direction is not north but toward the forward direction of the plan axis and the horizontal line is that of the profile to be taken Also we will be shown the cursor on that drawing and we must move until it 15 positioned on the line representing the profile Movements also appear in text to go forward or backward in PK and the distance at which we find the axis Note that the coordinate input occurs every 0 2 seconds which continuously updates the cursor representing the position of GPS mobile until you press the ESC or ENTER key to stop receiving new data showing real PK and distance to axis coordinates from the moment the key is pressed The cursor will change size between small when in High accuracy medium when in Floating or medium accuracy and large when in Navigation a TraTot Dok x Echh ArT po i AVANZA PK 0 925 separa 21 898 Cota 605 260 Modo Precision Satel 12 Prec AY 0 010 Prec 0 012 Cod bordillo M P K 200 000 Web www topview es E mail soporte Otopview es P gina98 USER MANUAL TOPVIE Longitudinale Profile There are two ways to determine the dimensions of a longitudinal one is by extracting
71. lthough GPS base is not necessary because because the setting activates parallel recording of observations while resolving ambiguities in realtime RTK During the course of this operation the programme will be taking periodic readings of the State of the satellites and Pdop information of the minimum maximum and average reading taken using a determined time for the average 2 View Satellite through this screen we have access to information regarding the status of satellites their elevation quality of signal etc Satelites fs Lista Grafico Glonass Hdop 2 000 Wdop 2 000 Elevaci n Se al 56 50 5 61 52 4 2 514 53 6 Web www topview es E mail soporte Otopview es P gina43 USER MANUAL TOPVIE 3 NMEA Command Mensaje NMEA a Activar E GGA Lat Lon AltHdop y Modo GSV Sat lites Visados ASH POS Lat Lon Alt Hdop Vdop Mod ASH UTM X Y Pdopy Modo ASH SAT Sat lites Visados This option allows the activation deactivation of the emission of different NMEA messages via the serial port of the sensor 4 View Memories Displays the internal memory of the sensor 5 Clear Memories Delete the data in the internal memory of the sensor 6 Sounds On Off We activate the emission of sounds in the program based on certain events 7 Identify Sensor We can determine the type and serial number of the sensor connected to our notebook 8 Radio Channel We can change the channels
72. milar to Isolated Point Stakeout The arrow indicates the direction of our movement File Elevation Details Required PK Required a Separation Axe B o2 Progressive mts 20 000 Z Increment Norte 100 017 Moved Longitudinaj0 000 645 90 m In Perp to Axis after loading the program draws the normal from our position to the axis indicating the Pk and calculated displacements The arrow indicates the direction of our movement Distance xe 43 342 X Pk 213634 129 Y Pk 14161604 112 Z Pomt 605 737 Z Replan 606 994 Up 1 257 Pending 1 451352 645 90 m A Pxy 0 005 Pz 0 031 Up 1 257 At the end of the process we can record this point in the current working file and 1t will be in the Control Point layer Agriculture is used to stake row sowing for crops with the appropriate machinery The first thing the program asks us is to choose two points which serve as the Web www topview es E mail soporte topview es Pagina84 USER MANUAL TOPVIE reference for planting Then come a series of parameters whose values must be entered by the user according to their planting design which has previously been chosen FRY x 211644 49 Y 41 COK Esc pen tte A FT Calle 3 Par metros Dist Siembra H Antena 12 00 HNK gt lt 0 12 Dist Paralelas 10 Margen E Dist en la L ned5 00 Const Paral 0 00 Desfase Siemb 0 00 Sonido_Cont si Inclinom
73. mputer icon Follow the default steps and change the default installation directory Program Files TopViewCe to the directory that gives access to the memory card this will release the System Memory to load larger data files Once the installation is finished you will have a shortcut icon in Start gt Programs gt TopViewCe This icon is a file named TopViewCe Ink located in the directory Windows Programs that when we start the application is automatically copied to the directory Windows Desktop to have a shortcut to the program from the desktop of the system The program uses the Base Directory on which the working directories are created in the memory card with the intention of not losing data in case of a loss of energy A Storage Card or similar Run the access icon If it is the first time that the application is run it will display all possible Disc keys and their serial numbers The program asks for the introduction of the Key corresponding to one of the serial numbers shown If the key is correct the configuration is loaded and displays the main screen where we can see the date and version number which we have installed Web www topview es E mail soporte Otopview es P gina107 USER MANUAL TOPVIE CONCLUSIONS This program is designed to work with any Total Station and with any GPS in RTK mode or Static mode for post processing so that by just changing the cable connecting the PDA to the device we
74. ne vectors SeudoVerticales we recommend putting 0 001 as a horizontal component When the Pk to be treated is between two different families of vectors the program will proceed to interpolate vector to vector the components of these families This allows us to perform complex shapes such as transitions between v shaped ditches and U ditches slopes bermed climbing and dropping slope inclination changing gradually berms that appear and disappear berms and crowns of clearing which change tilt and width etc and an endless number of possibilities To understand this philosophy of work we will give you a simple example Suppose we have a ditch in U at Pk 0 100 and another in V at the Pk O 200 and we want to have a progressive transition in a way that the horizontal part of the U turns into the apex of the V For this we need to have the same vectors in both families and apparently we don t have them The solution is to insert a vector of zero increment at the top of the V which is going to grow to become the horizontal part of the U a al sierrasoft stw I sierrasoft stv k Vipo DI mei moD meZ meD3 m23 MDA me A R APAC 2 5 0 05 0 15 15 0 015 10 1 15 saco sh anu jo Los s b 05 SS b p Web www topview es E mail soporte Otopview es P gina25 USER MANUAL TOPVIE eo EN si Ft st sierrasoft sty DAR sierrasoft stv el ipo Di mezt mD w D3 W3 eI
75. nte Fija Derecha These are names of groups or families of vectors that are defined in the table of vectors and applied between the end of the hard shoulder and the top of the berm of the surface These vectors are usually used to define areas of parking pavements and a host of unusual elements tronco stf _ aa 2 Pend Sub Limatesa Vector_Flzq Vector_FDer Talud_lzq Berma_lzq Pend_Blzq Berma_Der Pend_BDer Talud_Der Vector_SRizq Vector_SRDer 10 1 10 1 0 0 0 0 1 1 1 E 1 1 1 We can check the operation of the program if we request the result of the interpolation of a particular Pk Pk 0 000 x Esp Firme 1 150 Pend 5ubE 2 000 Tipo Limatesa Automatica Izquierda Derecha Plt Fija E Sub Fija Tld Frem 0 001 0 001 Berna o 000 gs 0 000 i Berma o 000 7 0 00 Ant Sig Buscar Web www topview es E mail soporte topview es Pagina23 USER MANUAL TOPVIE In the elements where calls are defined family of vectors are two names that are found in Pks anterior and posterior to the one requested Interpolation vector to vector of these families will get a new set of vectors that form the figure of the type section The slopes of the subgrade and the berms of the firm can be altered in its final application depending on the slopes of the bankings in the Pk SLOPES and DITCHES In this table is only shown at which Pk the family of vectores that define the figur
76. ny point in a CAD or COX drawing Select ction leveling Geom trica Z Base Lect al Plano 0 000 Description With this module we avoid using a leveling book as all readings Read forward Read back are recorded in a file Also the dimensions of the bases which are used are read from the same files that we use with ET or GPS along with the points to stakeout and are extracted from the COX CAD file This icon provides access to the following editing options Web www topview es E mail soporte Otopview es P gina91 USER MANUAL TOPVIE y X 213973 74 Y 41613 9 39 Data Table clicking this section shows a table in which we can edit the points taken so far offering the possibility to modify the attributes code height delete the points taken add items to the file and perform calculations such as azimuth and distance between points analysis with respect to an axis or calculate the area by selecting points from the file Draw Lines when taking readings in the field for some reason we may want to draw a line connecting points with a certain code that we re interested in Using this utility we can do this by just choosing the code The screen will refresh automatically and the points will appear connected with the established code saving time when saving data and having to draw lines in cad Delete Points the first thing we are asked is if we want to select the point on the screen If our answer is yes t
77. od option knowing the precautions to take not only in TopView but in any PC program Virtual slope allows us to define a vector from the active point of the section and can be cut or filled inwards or outwards Talud VIRTUAL Inc Dist Inc Cota 23 010 T 1 0 41 gt gt 1 228 gt 0 724 Down 0 504 Up 0 7 24 Pxy 0 009 Pz 0 019 Cod errPk 3 765 enH 1 228 en 0 54 In this example we have defined a vertor 1 1 that starts at the ditch and is more sloped than the original 1 0 5 if we move until the data at the bottom right is ZERO we are at the intersection of the Virtual Slope and the ground Stakeout Points Inline Based on two points of the drawing that may be from the same Pk or a different one we are shown a drawing on the ground with the axis and the line formed through these points drawn On these two lines is made an analysis of our position on axis and the line of the points Web www topview es E mail soporte Otopview es Pagina73 USER MANUAL TOPVIE FA Repcajeo ejes Esc BAYT A i EJE Pk 1915 225 D eje 6 331 Deje 13 137 Pxy 0 016 Pz 0 015 Co A a E Web www topview es E mail soporte Otopview es Pagina74 USER MANUAL TOPVIE SECTION TYPES In this module its operation is identical to the staking out in Fixed Sections with the only difference being that instead of choosing the Ist surface to stakeout we choose Section Type to stakeout section Type 2
78. of our GPS in some cases the frequencies too as well as certain changes in certain parameters of the transmission reception via radio In some sensors such as Topcon GR3 the circuitboard which contains the radio also contains the GSM GPRS and from here you can activate one or the other Datums and Geoid GPS Only This option allows us to choose create or delete a Datum Depending on the Datum selected we will obtain Cartesian coordinates that will be converted to local using the Web www topview es E mail soporte Otopview es P gina44 USER MANUAL TOPVIE parameters of the SCL Initially we could choose any Datum but it 1s important to not change Datum while working since it can lead to substantial errors DATUM Wasis Modelos Generales Predef Aloc Yloc ndulaci n txt Lat Lon Ondulacton ti projection UIM Points of SCL _dtm i UTM parameters Lon Lat Ondulaci n bd Yloc Xloc Ondulaci n bd The Upload Geoid option has been incorporated with which we apply a model of increments relative to the ellipsoidal bounds obtained directly by the GPS to approach the geoid limit in the area In UTM parameters or parameters LAMBERT or parameter ObliqueMERCATOR etc you can specify multiple values influencing the conversion of geographical coordinates to XYZ prior to the SCL Coordenates Web www topview es E mail soporte Otopview es P gina45 USER MANUAL TOPVIE Tama o Huso
79. ontal line which gives the height reference the text reference FRY X 243043 74 Y 4158664 88 AE micki yT AAi Lista PKs Pk Perfil Pk 0 25807 Marque Texto de PK Walores Pk of Profile Z Referencia Scale H Scale V afterwards we are shown this window where we can edit these values and also define the Horizontal and Vertical Scale in the CAD drawings and finally we are asked to select the lines that define the work surface Web www topview es E mail soporte Otopview es P ginaS6 USER MANUAL TOPVIE FRY X 242996 62 Y 4158689 29 CB FA x 242999 03 Y 4158690 98 Pk 0 280 7 Pk 0 280 7 Marque Entidades de la Superficie E KK nem e Pk 280 D 11 60 7 24 382 Cod PolyLinea Starting from here already we can move through the section and stakeout any point If you click on the icon Ey you access the same menu that we have already explained in the section Menu Repl Fixed Sections IS A leveling with the only difference that the second option is CAD Point Stakeout that allows you to choose any CAD entity and stake it out in this environment It is useful if we have elements such as retaining walls footings pipes drains etc Web www topview es E mail soporte Otopview es Pagina87 USER MANUAL TOPVIE In Standard Sections the operations are the same as the section just explained but in this case with the Auto
80. opView ala Py ali 4 gH H ev sae Satel Elevac Azimut Se al I Estado 10 U U U U Information ICONOS A GPS Base AT GPS Mobile n a Satellites Radio ON Radio OFF Navegation Mode y Float Mode Precision Mode i Battery Full z Battery Half E Battery Low ICONOS and Active Keys Esc Escape Key el Enter Key HFH Satellites z ooo Accuracy Times Elevation Filters Code Point Change height of mobile antenna for GPS f RTK GPS reset Switch between graphic display and text display in some modules Web www topview es E mail soporte Otopview es Pagina48 USER MANUAL TOPVIE Displays the number of point codes and the dimensions in a graphical display i Additional information of a point and association with an image Zoom Zoom Zoom All Zoom Window SPPLP Displays or hides the lines in graphical display The program will report on Settings with messages in the lower right corner Special mention for the radio modem settings box Here the communication COM parameters are specified for communication between sensor and Radio Each sensor usually has a different radio modem with different parameters and it will be necessary to go to equipment specifications or consult the GPS dealer to find out what they are Configuraci n de RadioModem E Puerto Baudios Bits de Datos Paridad Stop Bits Once completed the following message 1s shown Impos
81. p up menu with the following options of Points Capture The Quick Capture option allows us to perform a quick reading of a point The Normal Capture option is the same as the previous one but once taken the point is shown on a screen where we can change the code height etc Web www topview es E mail soporte Otopview es Pagina79 USER MANUAL TOPVIE Moving Capture allows us to take a reading with Time Distance or Touch so that the program stores points automatically as the defined parameters are achieved An example of how the field codes should be taken so that exporting in DXF format gives us a fully elaborated map To start generating code for a line we must use the start sequence code 1 This is every time we record a point in the field from which a line starts 1t must be composed of the line code and the start sequence code if the line is the slopes head and the line start code is 1 and must be recorded as ct 1 When the line finishes and we then want to use this code again we simply begin the line with the line code and start sequence ct 1 At any one point you can start up a maximum of two lines eg ct 1 pt 1 and this may contain infinite lines of code eg ct 1 pt 1 to well t point where the slopes head and foot start which 1s also a Well and Power Line post Modif Insert Delete PKyD AZyD Area Layer 3 mb E L a t cd en n tn a A 213472080 213470 066 213481
82. point option allows to stakeout any point The point can be clicked on screen or be inserted from the list of coordinates We can either choose by clicking the icon entering a stakeout to the north to the point or base We can also increase the height of the target point With the Close point option the program calculates the nearest point to our position and may stakeout a set of them in a very comfortable way because it automatically changes the stakeout point as we approach another In Line Point allows both the stakeout of a Pk and offset or analyze our position relative to the axis formed by two points With the selected points we can define a straight line or an arc between them also a skew on point 1 and a transversal slope as a pumping position or slope azimuth 63 1499 Distance 30 216m Radius 0 000 Increase Z 0 813 m Pending 2 689 Radius 10 000 1 Traverse Slope 0 000 Skew 10 000 stakeout Pending Transv 10 000 Analyze Web www topview es E mail soporte Otopview es Pagina8 1 USER MANUAL TOPVIE A Stake Requests a Pk distance to the axis Z increment transverse and progressive slope as the Pk increases Pk y Separ al Pto 1 Pk al Pto 12 23S Progressive mts 20 000 Separation HO Z Increment 0 000 Pending Trans a M30 Se Mae 17 640 Norte 22 2 PGA 256 34 m Pxy 0 010 Pz 0 022 Up 1 159 B Analyze Does not request anything and directly
83. r 1 Wector 2 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 4 258 HAHH ABAE 6 300 Zara y BAS ABAE 6 300 ABAE EHE HBH HAHH ABAE 6 80 Anterior Siguiente Dibujar Here is an example of a disassembly with a berm that rises up while changing slope inclination of 1 1 at the outer side to 2 1 on the inner side Pk del Vector 1 Pk del Vector 7 Nombre 1 Vector Nombre Vector Pk a Interpolar Web www topview es Pagina28 Vector 1 Vector z Vector 3 Vector 4 Vector 3 Vector 6 Vector Y HBa HAHH 2 088 6 800 HAHA 5 888 ABEB 4 688 ABAE 6 800 HBH HAHH AAAA 6 80 Anterior Siguiente Dibujar Vector 1 Wector z Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 18 688 3 688 2 088 6 800 ABAE HAAR ABAE 4 688 ABAE HAAR 868 HAHH ABHA 4 688 Anterior Siguiente Dibujar Consultar un Pk 106 Pk 125 888 Vector 1 Vector 2 Vector 3 Vector 4 Vector 5 Vector E Vector Y E mail soporte Otopview es 2 088 1 258 2 088 AHHH aoe SPH AHHA AAAA ABEE AHHH 4 666 4 868 AHB AHHH USER MANUAL TOPVIE IMPORT MENU iy TopView Bases amp Coord This option imports data of BASES COORDINATES in the following Ascii file formats All menu options allow us to navigate the Pc and to choose the file without having to write its name The program automatically detects the field delimiter to avoid having to define it AXIS In
84. rforming a post correction from Mobile This operation is very delicate because the process alters all data and is not reversible unless introducing the geographical coordinates with differences in reverse Lat Actual 486 5M 58 236521N Lon Actual EG 23M 15 236251W Alt Actual fi 52 362 Nueva Lat lomo N Nueva Lon GM o W Nueva lt 0 0000 Aceptar It can also help 1f you have more than one mobile and have forgotten to make Mobile Corrections from each of them and have to apply this correction To do this we put the Current Geographic to ZERO and in NEW values we put the corrections read in the sensor in which they were made Web www topview es E mail soporte Otopview es P gina103 USER MANUAL TOPVIE Cogo Utilities This section gives access to a number of relatively common calculations The data entry 1s very simple and needs no explanation The data can be extracted from different files and the results recorded in these or any other intersection between two straight intersecton straight circie circle given by three Pont circle 2Ptos Radius Az and D to from of 1 Point azimuth and Distance between 2 Point convert of geographical to UTM WorkBook Leveling This section allows us to manage Levelling files Use Create Delete and introduction and modification of the data they contain It permits us to take readings sent from the same position or perform continuous changes Itinera
85. ror 0 008 m Section Type DAMy DocumentsX cota Bajar 97 410 F auard PS Plt 0 000 0 000 F R New PS Alz 0 000 0 000 0 00 Pk fuera de eje Web www topview es E mail soporte Otopview es P gina64 DIGITAL TERRAIN MODELS DTM In the Menu Imp we have the necessary options for importing the DTM from the appropriate PC program Once we have the DTM in our workbook we can visualize the DTM zoom and display the dimensions of the nodes view the number of the node etc We can take any point and the program displays its position highlights the triangle it lies on and shows the increase in elevation needed to touch the plane forming the triangle We can save the points being read drawing them on the screen in the same way as in capture module In this way we can have quality control and can also identify the area already captured and marked It also allows for staking out of an exact node by just indicating the node number We will be in this case redefining the coordinates x y z of the node A line stakeout is also incorporated selecting points from the digital model In this case we analyze our actual position with respect to the line but the stakeout is always referred to the theoretical value of the digital model at the position we find ourselves FA x 4463912 15 Y 3 ax FA x 4463922 00 Y 3 E S k Esc 64212 Ay Tae Esc HME A FE 4 Me Ha 2 HE ti Parry
86. rr cota 0 024 m Err Azimut 0 0006 q If we choose to just position the equipment the program will impose an azimuth to the station and with the third option we include the previous two ie connect to another base read it and obtain the relative errors for distance elevation and azimuth When you exit the application the program informs us of the information from the base from which we will make all calculations of staking out or data collection and the work subdirectory Web www topview es E mail soporte Otopview es Pagina58 USER MANUAL TOPVIE STAKEOUT MENU All stakeout options allow to save the coordinaes of the stakeout point in a file called backup which is actually a file of points like any other tachometry or Stakeout coordinates files This is often used to keep track of the points really staked in the field as well as the real terrain elevation at that point and these points are automated to indicate the original point which was staked and the residual error obtained COORDINATES In this option we can reposition groups of coordinates from different sources as well as recording the results of the repositioning in a backup file TOTAL STATION E T FILE OF COORDINATES CROSSSECTION BASES The application starts by asking if we want to record the readings in a backup file If we answer affirmatively we are prompted for the name of a coordinates file different to the one we re using to store all the
87. ry At each point taken we can enter a code that will later serve to identify modify or delete it Cerrar in Base Stakeout Point Sechon_Cay Stakeout Sechon_ Type 1S Stakeout Plant Alz PrHt Delete Ultima Lectura Stakeout_ manual Export to PC Stakeout Ponts Control Choose the Option p Radiando Cotas xi Cota anterior 76 0000 Regz l Cota anterior 76 0000 Lectura atras 1 2500 Lectura Adel 2 1250 Cota Llegada 75 1250 Descripci n Pto Radiado salir Grabar Lectura atras 1 2500 Lectura ade Lanf 25 Aceptar Web www topview es E mail soporte Otopview es P gina104 USER MANUAL TOPVIE It links to files with Bases Coordinates Fixed Sections and Standard Sections to extract the dimensions from them The description will automatically have the information of the point to stakeout and the elevation differences obtained We can also export data to Pc from this module The resulting list is equivalent to the list of bows provided to helpers to mark points at their correct height and can also be a valid list for quality control Cut Images This utility is only available in the PC version of TopView With it we can from a large sized image on disk and whenever we have the corresponding calibration file in the same directory divide the image so that the result can be processed more efficiently Divisiones Once the image is cut M N image files will be create
88. s the number of readings taken satellites and Hdop and Vdop parameters until you press the ENTER or ESC key Then the average result is displayed and this will be used for the receptor also offering the ability to record the WGS84 geographical coordinate and Cartesian coordinate for the Datum used In this module and the others the geographical coordinates recorded are always referred to WGS84 Datum It is very important to know this to avoid mistakes in calculations or further processing eg using another specialized program TopView E OX Esc ed MAY T PY 36 38 10 96588 H Lon 6 14 46 23114 Y Alt 74 498 Resultados del Sondeo Lat S62 ao Loe HDOP 3 0 VDOP 1 0 Lon 62 14 46 2742201 W H Lecturas 1253 Alt 74 340 Hombre BASE X Datum 1746224 4870 X 746224 765 Y Datum 4058134 3250 Y 4058134 292 Z Datum Z48400 74 498 Descripci n pO Web www topview es E mail soporte Otopview es P gina47 USER MANUAL TOPVIE In any screen in which communication has been established with the Receiver and coordinates are being read you can press the s key or the icon and a screen showing some icons will appear indicating whether the receiver is in Base or Mobile mode if the radio modem is receiving if we are in navigation floating or precision mode HDOP VDOP and finally a list of satellites defined by the parameters of the number of satellite altitude Azimut Signal level computing state ES T
89. s such as BASES or COORDINATES The calculation button creates a file with Points for SCL which consists of a register for each Base used for the SCL that has the base name the Local Cartesian coordinates and the Cartesian coordinates taken by the GPS according to Datum timezone and the geoid used for the calculation This file has the extension dtm and in TopView 1s shown thus Web www topview es E mail soporte Otopview es P gina100 USER MANUAL TOPVIE D My Documents A 495 GIBRALEO DTM Points to SCL Residuos and Control Previo X Local Y Local Z Local X Datum Y Dan Z Datum Co F BR 27 H BR 32 BR 39 BR 43 BR 46 H BR 51 H BR 63 6 3183 028 6 4402 324 675616 1 676031 974 4144043 107 4143125 565 4142146671 4141440684 4141036 905 4140274 404 4138893 321 98 347 24 821 69 489 62 859 59 405 56 710 22 550 6 4357 643 6 5491 480 6 5907 258 6 6322 221 678570 911 4143034 277 4142916 758 4141937 860 4141231 827 4140528 0 74 4140065 565 4138624 4595 148 932 135 344 119 941 113 269 109 795 107 041 72621 3D 3D When entering a new SCL Points file the table is empty and to fill it we can go to Extract button which requests a file of Bases XYZ bas and a Geographic Bases file lla where it looks for records with the same base name and places as those in the table By clicking on Control we can switch between 3D
90. se DWG DXE This is an option that we can upload download autocad drawings in the above format and also enable disable layers to display or not O50326 BORDILLO R1 O 040127 ALAMERADA O 080700 REGISTRO_LINEAL 0601 04 FAR OLA e 050327 4LCORGUE Web www topview es E mail soporte Otopview es P gina67 USER MANUAL TOPVIE Fixed SECTIONS with E T In this module we can stakeout any point of a cross section calculated in a PC programme such as Clip Ispol Sdr Varin etc and imported into the corresponding option in the import menu Likewise it allows storage of points read in a trace file for later export to your Pc and calculation of the monthly advance of the work For any taken point it allows for the calculation of the action to be taken to rectify the actual slope to reach the theoretical slope It begins by offering between deleting an existing file or use it to stakeout The files are only created by importing them from the Pc Then it offers a display where we can indicate the names of the different files to load Select Action 2 i X 1 Sup Rep 25up WVis FPS5up Vis 4sup Wis Sup Vis 62Sup Vis otakeout Rect Monitoring Slopes Auto Busqueda ratio 2 000 Then it will display the first Pk found in the file to stakeout Web www topview es E mail soporte Otopview es P gina68 USER MANUAL TOPVIE Esc pity YT PU i Esc Hee tz Repl_Point N Ptos 17 Pk 60 000 Ratio 2 0 i N
91. se and the actions to take Web www topview es E mail soporte Otopview es P gina69 USER MANUAL TOPVIE Pk Tedrico 15000 000 FE Tomado 15000 001 RETROC PK 0 001 XII Dist al Eje 12 499 Alt Prisma 1 750 alejarse del eje 0 651 Acercarse 0 651 z del Punto 612 315 17 449 Derecha 0 000 Bajar 1 336 Bajar 1 336 Cota Pto ceil las Gail Codigo E31 66 CAL PE 15000 P17 S000 0 14 15 ZET 64 Cod 1103 000 Afterwards a cross shows the position of the projected point on the profile Pressing a key displays the actual position of the point and the actions to be taken to position it correctly If we had opened a profile tracking file the program would ask us 1f we want to save the point Then you are asked 1f you want to calculate the action to be performed on the slope If we answer Yes the program will tell us which movement we will have to do to put the point on the slope This we will see in the bottom right of the screen When these relative increases are zero we will be on the theoretical line of the slope Acci n sobre Ta xl Pendiente 0 500 RETROCEDE Pk 0 001 Incluidos Petranquens Alejarse del Eje 1 823 Oo Bajar 1 661 Cota Roja Bajar 1 336 The process ends with the question of whether we want to stakeout another point or continue with the same one Calcular acci n sobre Talud Search PK We can move directly from one profile to another by pressing
92. soporte Otopview es USER MANUAL TOPVIE 4620 524 9625 796 3 900 292 775 299 922 7 147 4619 636 9624 588 5 400 292 448 299 862 7 414 4619 290 9624 118 5 983 292 320 299 570 7 250 4609 051 9610 196 23 265 288 549288 049 0 500 Nivel 2 4626 380 9633 758 5 983 295 238 299 570 4 333 4622 835 9628 938 0 000 293 626 299 6906 064 4619 290 9624 118 5 983 292 320 299 570 7 250 Nivel 3 Nivel 4 Nivel 5 Nivel 6 Nivel 7 Nivel 8 Nivel 9 INROAD Fomati May 23 2002 Roadway Modeler W xyz Page 1 of 109 09 47 PM Report Template ROADWAY_MODELER_XYZ Layer Name bit HA Haggarty Road VA resurf Station TC Offset x coord Y coord Z coord 0 588 265 Izquierda_ 3 8008 1026222 0617 116402 8019 295 1566 Orig El 295 3567 Cut Fill Ht 0 2001 0 588 265 LEOM 3 7399 1028222 1226 116402 8048 295 3596 Orig El 295 3596 Cut Fill Ht 0 0000 0 588 265 Izquierda_ 3 6604 1028222 2020 116402 8086 295 3611 Orig El 295 3611 Cut Fill Ht 0 0000 format 2 Fecha martes 08 de marzo de 2005 13 14 58 Nombre superficie Ras5_5 D Nombre alineaci n CALLED 0 000 000 13 519 601 665 IZDA Desmontel 0 000 000 12 430 601 120 IZDA Ta_Sal_cunetal 0 000 000 11 430 601 120 IZDA Ta_entrd_cunel 0 000 000 9 510 602 400 IZDA_Berma_Izql 0 000 000 8 760 602 400 IZDA_Ace Izql 0 000 000 5 760 602 340 IZDA _Bor_lIzql 0 000 000 5 750 602 200 IZDA _Apar_Izql 0 000 000 3 250 602 150 IZDA Calzada 1zq11 0 000 000 0 000 602 215 Eje 0 000 000 3 250 602 150 DCHA
93. t with a high number 6 7 8 or 9 In this case we must indicate to TopView that the comms are by BlueT Serial In some PDAs Example FC 100 Unitech with Socket when TopView goes to Bluetooth the Windows CE Operating System WinCE automatically opens the Device Explorer to select BlueTooth while in others this does not happen Example WorkAbout Pro Unitec with Anycom and if we want to change our connection we go to Bluetooth Manager to select it Web www topview es E mail soporte Otopview es Pagina56 USER MANUAL TOPVIE PARKING E T Only In this section you park the instrument in UTM or PLANE through an orientation with another base or a free orientation Choose Bases file name of the Base where it s parked instrument height and position height Coordinates X 751000 393 Coordinates and 4153178 761 Coordinates Z 82 000 Description Height Inst 0 000 If any requested base does not exist in the Bases file we have a screen where you can enter data and decide 1f we want to save this in the Bases file After this we will be shown the result of calculating the orientation Web www topview es E mail soporte Otopview es P ginaS7 USER MANUAL TOPVIE of CONTI to CRUZGORDA azimuth 336 6412 Distance 9040 055m Incr cota 362474 000 m If we choose only to measure and verify we will have the option to read in direct and reverse cycles and get results similar to these Err Dist 0 038 m E
94. th the default parameters that we have imposed on it Select the Base tab to start configuring PDA this first option shows the communication parameters that we will use on the workbook so we can communicate with the GPS such as Port baud rate etc In this case we can see them in the picture above Radio the next option allows us to tell the GPS the port that will emit the differential corrections broadcast to the Radio Modem and the format of these the Baud rate etc For our example these are Several in this case we can activate options for the type of sensor we have selected as our device for example enable disable the sounds we can also reset the sensor etc In our case for the equipment we are using we only have the option Reset the sensor Antenna here we indicate information regarding the antenna such as the type of antenna we are working with and the height at which it is located the elevation mask etc In the previous image we can see the selection for our example Coordinates here we will indicate what is going to be the origin of the coordinates for the GPS Base offering two options Extract Medium Position the equipment measures its position the number of times we indicate Once the sensor configuration is applied to we can save the measured coordinates Extract from file to apply this configuration we are asked for the file in which we have the base where we have positioned our sensor Post_Process
95. this option data is imported for plan and elevation drawings both at the same time in Ascii format files Web www topview es E mail soporte Otopview es P gina29 USER MANUAL TOPVIE format CLIP format ISPOL format MDT format CART OMAP format INROAD format TRAZADO format PROTOPO Internal format PLANTA oo II 0 0000 0 000 325180 945 4252061 317 229 5011 0 000 0 000 0 000 383 342 383 3420 383 342 325009 594 4251718 404 229 5011 0 000 200 000 500 000 80 000 463 3420 463 342 324971 949 4251647 840 234 5941 500 000 0 000 500 000 90 725 554 0670 554 067 324918 271 4251574 853 246 1456 500 000 200 000 0 000 80 000 634 0670 634 067 324862 128 4251517 894 251 2385 0 000 125 000 270 000 57 870 691 9370 691 937 324821 899 4251476 335 244 4160 270 000 0 000 270 000 189 543 881 4800 881 480 324758 810 4251301 707 199 7247 270 000 125 000 0 000 57 870 ALZADO 0 0000 0 000 576 908 0 000 4 556 4 556 0 000 576 908 0 000 576 908 PK INICIO 36 0000 36 000 575 268 3350 000 4 556 2 476 1 162 576 855 70 838 574 406 CONCAVO 147 0000 147 000 572 520 3600 000 2 476 0 511 111 633 573 396 182 367 572 339 CONC
96. u in all of them where we are asked if we want to change add delete view or calculate the result at a particular Pk Arc _lzq Pend_Arclzq Calz Izg Calz Der Arc Der Pend Archer gt o B 4 8 4 4 4 50 1 4 5 4 4 4 On the road shoulders you can specify a slope for the item which will be applied provided that the cant is less than this Walkways will have the resulting slope of the interpolated cambers table applied If we consult a particular Pk we will get the result of the interpolation in the absence of knowing the corresponding banking at the Pk Web www topview es E mail soporte Otopview es P gina22 USER MANUAL TOPVIE e n Roadway 7 250 Verge 1 750 SLOPE Verge 4 000 right Roadway 4 000 Verge 4 000 SLOPE Verge 4 000 You should take into account that the applicable slopes on the road shoulders are also interpolated and that they will be modified or not by the applicable bankings at the Pk SURFACE RIDGE BERMS This table defines the thickness of the surface the slopes of the subgrade the type of subgrade automatic or parallel Ridge the slope of the surface in per one and negative the widths of the berms of the surface and its slope in per cent and negative Here we also note the call to a family of vectors in the entries of Plt Fija Plataforma Fija Izquierda Plt Fija D Plataforma Fija Derecha Sub Fija I SubRasante Fija Izquierda Sub Fija D SubRasa
97. umber of parameters to be set greater and therefore the time required to complete the configuration and knowledge required are greater The first setup of our equipment is a mandatory step we have to do unless we have already set it up we have to tell it all the parameters that will allow us for example to connect our electronic notebook to the GPS as that the GPS sends through the Radio Modem the information that we need To begin we can use standard configuration that we can apply by default and then modify those parameters that vary in the configuration we want to use Once this step has been done we can save the settings for use on subsequent jobs using the same equipment even if you change workbook you can previously load a configuration and modify it then save it and use it at another time 1e from a configuration we can adapt it to another similar composition of similar equipment Now we will see how to configure a base GPS JAVAD and a Topcon FC 100 electronic notebook connected via cable and GPS Mobile Hiper BlueTooth connected which has the following characteristics Base Web www topview es E mail soporte Otopview es Pagina52 USER MANUAL TOPVIE Style of Settings Style of Settings Style of Settings Device rt CO Position half Sistema GPS Brand Readings 140 Emulador kd I Model Bits Details E Todos Los Modelos NE s Record Pos Med Style of Settings Actions Bas
98. www topview es E mail soporte topview es Pagina60 USER MANUAL TOPVIE Then we can continue restaking the point or return to the Selection screen to choose another point to be staked Elija una Opci n Another Point Restaking The Point ISOLATED POINT This option allows us to restake any isolated point by manually entering the coordinates and recording the stakeout results in a backup file The screens the application offers are similar to the ones explained in the coordinate file stakeout section GPS For these three modules and the module PLT ALT Axis stakeout the screens are common and the difference between E T and GPS is found from the option READ Prism Failing this we have the next screen showing the relative increases to the chosen orientation along with a graphical display showing various graphic entities based on the chosen orientation North Orientation Shows one Vertical and one Horizontal line Cardinal Axes an arrow at the top of the vertical line shows North and a blinking cursor shows our current position which changes as we move To place the antenna GPS Mobile at the theoretical target position we must move towards the intersection of the axes placing the WorkAbout facing North When the distance is less than 0 5 meter the workbook emits a sound which is louder the closer we get to the point The size of the cursor changes from small when at high precision medium when floating or m

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