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Manual de Usuario Betop

1. NPos 12 Fk 13000 000 Retin 2 0 PE Tedrico 13000 000 PE Tomado 13000 001 HRE TRUC PK 0 001 Pk 13000 D 13 150 SI Dist al Eje 12 499 Alt Prisma 1 750 alejarse del eje 0 651 Acercarse 0 651 Z del Punto 612 315 Derecha 0 000 Bajar 1 336 Bajar 1 336 ee Codigo E31 66 C4L PE 13000 Cota Pto Gas s R S000 0 14 15 2 611 264 Cod 1103 000 It then shows with a cross in the position of the point projected on the profile By pressing a key displayed on screen where reports of the actual position of the point and the actions to perform for 1ts correct position Si hubi ramos abierto un fichero de perfiles de seguimiento el programa nos preguntar a si deseamos grabar el punto le do Then asks you 1f you want to calculate the action to be performed on the slope If we answer Yes the program will tell us which movement will have to do to put the point on the slope This we will see in the bottom right of the screen When those relating increments are zero we will be on the theoretical line of the slope x Pendiente O 500 RETROCEDE Pk 0 001 Incluidos Re Cr an mie os Alejarze del Eje 1 823 0 Bajar 1 661 Calcular acci n sobre Talud Lota Roja Bajar 1 336 The process ends with the question of whether want to rethink another point or follow rethinking it Search PK We can move directly from a profile to another by pressing the up or down arrows or we can search by pa
2. USER MANUAL TOPVIEW CONTACT U S You can contact us through the following email addresses Web sites and phone EMAIL ADDRESSES soporte Topview es WEB www Topview es PHONES 954789329 Telf Fax 629331791 630241313 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina105 USER MANUAL TOPVIEW IN THE PDA INSTALLATION PROCEDURE 1 Download the installation package for PDA TopView VI 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 Frameword in this case we will have to download the appropriate for the version of the operating system that contains the PDA Pocket Pc Windows Ce Windows Mobile 2 After copying the file CAB to the PDA in the directory of the memory card where is it generated the key disk we have to run it through the My Computer icon Follow the steps by default and change the installation directory by default Program Files TopViewCe to the directory that gives access to the memory card this will release memory to the system to be able to load data files more large 3 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 copi
3. Websites www northsurveying com www topview es 0 069 0 140 0 183 0 202 0 262 0 521 0 072 0 115 0 135 0 19 Dif Cota E mails support northgps com soporte topview es P gina100 USER MANUAL TOPVIEW DA My Documents A 495 GIBRALEO DTM Ces Add Dele Extract report Points to SCL Residuos and Control Previo RESIDUOS Base Resd X Resd Y Resad Z BR 27 0 006 0 0039 0 047 BR 32 0 014 0 018 0 008 BR 339 0 006 0 016 0 020 BR 43 0 020 0 028 0 025 BR 46 0 01 D 000 0 043 BR 51 0 021 0 007 0 040 EHR 63 0 007 0 010 0 073 In the tab Results and prior Control shows us a prior control of the data in the analysis does not intervene in the calculation but can be used to detect 1f we made a mistake in typing the local coordinates or the geographical GPS if they got them wrong The process 1s based on comparing the disputes that exist in distance and increase in dimension between the local coordinates and the GSP At the end it shows Waste results calculation The section Report generates a document in format html where all the information relating to the calibration calculated once you register 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 All the transformations that want to since the original data is not lost can
4. 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 Formato ACS MDW Planta 1 7080 058 287236 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 4057 0 001 395 000 156 025 6 8604 631 288500 224 4821451 534 108 3722 1000 000 0 000 4654555 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 854 4821036 385 93 2779 550 000 265 000 127 682 11 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
5. 5 y Inclinometro Pxy 0 01 Pz 0 03 AutoFarm I Trv 0 00 I Lng 0 00 in DWG entity we can click any cad entity and program automatically converts it to an axis temporary and can analyze our situation with respect to it In the case of the image that is displayed below the chosen entity is a poly line specifically a level curve 2301 64 72 4150620 25 Seles Esc HME T 4 FeR ka PS PIt 19 292 21 116 E 0 705 _ E PSA 19 292 121 116 10 00 TARS Ny ye A ah ts Pk 19 997 asse ra Deje 4 394 CONE A PA 075 P2 0 025 Subir 999 It is a very useful option in certain jobs reconsideration of boundaries expropriations Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina83 USER MANUAL TOPVIEW Sections Fixed we need first to load a CAD file with the typical set of profiles cross of the trace of a road that usually come every 20 meters as shown in the image section Fixed leveling Section Type Monitoring surfaces ee New Track tunnels Then request a shaft of Plantatalzado file and then goes on to the selection of an already defined Pk or its definition As we can see in the first picture loaded file does not have a valid coordinate to work and for this purpose it 1s necessary to define the entities that allow us to locate the drawing in this environment and resize it to work in a setting of visualization in elevation as it wo
6. Utilice los lt gt para otros Pks _Aceptar With GPS The difference between E T and GPS in this module as in all the of data collection 1s the omission of the readings of angles and distance geometric of the inbound Cartesian coordinates from the GPS receiver along with their parameters of Hdop Vdop XY accuracy accuracy in Z etc Presented us a screen similar to the setting out of points in which orientation is not towards the North but towards the direction of the axis of plant feed and the horizontal line 1s the profile to take Will also show us the cursor over the drawing and we will have to move until it is on the line that represents the profile Also will appear on text movements to be forward reverse at PK as well as the distance to which we are axis Note that the input of coordinates occurs every 0 2 seconds which continuously updates the cursor that represents the location of the GPS phone until you press the ESC or ENTER key with what will stop receiving new data to show the coordinates of the moment of real Pk pulsation of the taken point and the distance to the axis The size of the cursor will change between small when it is in High Precision medium when it is floating or precision medium and big when is in navigation Espa Ay T A 1 AVANZA PK 0 925 Separa 21 090 Cota 605 260 al Tralot E ma E Modo Precisi n Satel 12 Prec AY 0 010 Prec Z 0 012 Cod bordillo N P K 200 000 W
7. 607 0046 bi The Featured Base option lets take a new base from this module identically to the Takes Featured Base option but also allows to record the Base as a point most of the taquimetrico where code is Featured Br1 if it the new name Brl The option Calculate SCL gives us the option in this module to perform a transformation or coordinate adjustment The details of this process are explained in Calc Coordinates Local Sistem SCL The particularity of do from here is that it allows you to use points Cox or DXF DWG as points of calibration Corrections mobile option allows the already explained function with the COX points or even DWG DXF to charged again dotted The option Point Place kicking allows you to insert points freehand with only itching on the screen Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina78 USER MANUAL TOPVIEW Clicking this icon opens a menu with the following layout options Stakeout la X 213970 91 Y 4161417 72 640 31 m isolated point option allows to rethink any point The point we can chop on screen or insert from the list of coordinates We have the possibility to choose by pressing the icon between a restatement to the North point or base We can also introduce an increase in dimension the point to rethink With the Near points option the program calculates the nearest point to our position and may
8. Coeficiente K Lat Source Lat Source Merid Central Paralelo 1 Paralelo 2 Falso this Falso Norte Mend Central Paral Estandar Falso this Falso Norte Factor Scale Stereographic Mend Central Lat Source Falso this Falso Norte Websites www northsurveying com www topview es 1 000000 E mails support northgps com soporte topview es Lat Source Merid Central Falso this Falso Norte Merid Central Falso this Falso Norte Factor Scale Lat Source Lat Ptol Lon Ptol Lat Pto Lon Pto2 Mend Central Lat Source Falso this Falso Norte Pagina44 USER MANUAL TOPVIEW Classical Settings GPS Only In this module we can configure the GPS equipment as equipment BASE or as a mobile team indicating the geographical coordinates of the base where is situated the GPS BASE 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 parameters series etc Settings of SENSORS GPS Bios E Impose Lat Lon Alt Extract Average Positon GPS MorvVviLl Mobile Sensor Set Extract Average Position The WGS84 geographic coordinates on the base where we will place the GPS Base is not available at the start of a new job and will have to remove a coordinate media for the work area This program will begin taking readings showing the incoming coordinates the n
9. E PK Required 50 Separation Axe B Progressive mts 20 000 Skew 0 000 2 Increment 10 000 Norte 100 017 Moved Longitudina 0 000 645 90 m Pxy 0 024 Pz 0 030 Up 1 409 in Perp to Axis after a shaft loading program draws from our position to the axis indicating the Pk and calculated shifts normal The arrow indicates the direction of our movement Distance xe 43 342 XPk 213634 129 Y Pk 4161604 112 Z Point 605 737 Replan 606 994 Up 1 257 Pending 1 451352 645 90 m Code head t Pxy 0 005 Pz 0 031 Up 1 257 A You can record this point in the current file at the end of the process and it will stop the layer Pto Control in agriculture it is oriented to the layout planting lines of culture with the proper equipment The first thing that prompts us program 1s the choice of two points that serve as reference for the sowing Then come a series of parameters whose values should be inserted by the user according to his design of plantation which he previously established Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina82 USER MANUAL TOPVIEW FA x 211644 49 y 41 Ea lx Esc Hee RZ Y SI aE j y Calle 3 e e Par metros SMN l Dist Siembra 0 84 H Antena 2 00 gt 0 12 Dist Paralelas 10 00 Margen 0 30 Dist en la L ned5 00 8 Const Paral 0 00 Desfase Siemb 0 00 Sonido_Cont
10. Plataforma Fija Izquierda Plt Fija D Plataforma Fija Derecha Sub Fya SubRasante Fija Izquierda Sub Fija D SubRasante Fija Derecha These are names of group or family 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 firm These vectors are usually used to define zones of parking steely and a host of unusual elements tronco stf Espesor Pend_Sub Limatesa Vector_Flzq Vector_FDer Talud_lzq Berma_lzq Pend_Blzq Berma_Der Pend_BDer Talud_Der Vector_SRlzq Vector_SRDer 2000 0 97 0 1 1 10 1 10 1 3500 0 97 2 0 2 1 1 1 1 3500 001 0 92 0 2 1 1 1 E 1 9002 1 0 92 0 2 1 1 1 1 We can check the operation of the program if we request the result of the interpolation of a particular Pk will get result of this interpolation Pk 0 000 Ea Esp Firme 1 150 Pend Subs 2 000 Tipo Limatesa Automatica Izquierda 7 Derecha Flt Fija 7 Sub Fija 7 Tld Frem Mo MWL f 001 Berma 0 000 F 0 000 i Berma 0 000 0 00 Ant Sig Buscar Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina21 USER MANUAL TOPVIEW 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
11. k A a T 5 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina72 USER MANUAL TOPVIEW TYPE SECTIONS In this module in its operation 1s identical to of rethinking sections banded with the only difference from that instead of choosing the Ist surface to rethink chose the type section to rethink section Type 2Sup Vis Sup Vis ao Delete sd In contrast to the module of sections banded here there is a file containing all the PKs already calculated but that the program will generate a file with the Pk and the slopes remove or fill that we specify Cutting with the actual ground them will have to find with the option of Action on slope and the decision if it is remove or fill in each of the banks runs from our account although it is quite clear that if the point taken in field 1s drawn on the screen below the subgrade is that we must apply fill and remove if not Pk of Profile Pk stakeout Rect 5 Margen left Slopes E Margen right Desmonte Auto Busqueda surface TODAS ratio 2 000 Progressive mts 20 000 Otherwise 1t behaves exactly like the previous module Note that to be able to load sections banded imported corresponding programme Clip Cartomap MDT Ispol etc we can verify if they overlap the lines defining the type section with the lines of the Cajeada section is that we have well defined the geome
12. 0 400 0 000 0500 0 500 0 000 0 000 0 000 0 000 0 000 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 C1 1 e we can use wildcards for short calls to names You can define a maximum of 7 vectors to define a figure of the complex who wants to To define vectors SeudoVerticales recommend to put 0 001 as a horizontal component When the Pk to be treated between two families of different vector program will proceed to interpolate vector to vector components of these families This allows us to perform such complex shapes such as transitions between v shaped ditches u U ditches slopes bermed climbing and low slope inclination changing gradually berms that appear and disappear berms and coronas of clear 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 shape in a Pk 0 100 and another in V shape in the KP 0 200 and want to occur a progressive transition in a way that the horizontal part of the U turns into the apex of the V For them we need to have the same vectors in both families and apparently don t have them The solution is to insert a vector of increments is zero which is going to grow up to become the horizontal part of the U at the top of the V a ES sierrasoft stw T sierrasoft sty A Mat Wan Pon POD
13. 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 0 0247270 20000 000 445 484 9 10542 719 70 265 0 0470012 0 000 123 163 10 11265 941 104 254 0 0470012 40000 000 1678 033 11 12943 974 147 926 0 0050504 0 000 410 407 12 13354 381 149 999 0 0050504 25000 000 771 260 13 14125 642 165 791 0 0359008 0 000 457 458 Alzado tipo 2 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina29 USER MANUAL TOPVIEW T 7080 058 19 450 2 7774 864 23 620 26000 000 456 902 1 004 00 0175732 3 8760 067 46 846 25000 000 716 120 2 564 0 0286448 4 9620 032 42 486 20000 000 595 939 2 220 0 0297970 5 103204037 59 795 20000 000 445 490 1 240 0 0222745 6 12104 958 143 689 40000 000 1678 061 8 800 0 0419515 S 13740 012 151 946 25000 000 771 284 2 974 0 0308514 8 14583 100 182 214 Formato 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 38 7272 0 000 SPI 0 031 076 0 000 1027864 721 1163013505 38 7272 40 000 CIR 0 071 076 100 000 1027889 671 116332 679 51 4596 0 000 SPI 041272323 0 000 1027938 875 116358 372 87 2676 40 000 LIN 0 167 323 0 000 1027978 716 116361 031 100 0000 0 000 CIR 0 192 076 50 000 1028003 468 1
14. 6 605 6 3 6 85 0911 4143644 277 4142916 758 4141937660 4141231827 4140828 074 4140065 565 41386584 495 148 932 135 344 119 941 113 269 109 795 107 041 712621 30 3D 3D 3D 3D 3D 3D When entering a new Points for SCL file with the table is empty and to fill 1t out we can go to the button Remove requesting a Bases XYZ bas file and a file of Bases in geographic lla are you searching the records of databases with the same name and placed them on the table Clicking the cell in the Control you can switch between 3D 2D and AN We will have to have at least one point In this case only will calculate an offset in X Y Z and results of zero for the used point error will be displayed If there are two points are can calculate a displacement a spin and a factor of scale Helmert transformation in X Y Z showing error zero for two chosen points If you have three points will proceed to make an adjustment by least squares to X and showing a zero error in elevation Z used three points three points define a plane and non zero for X errors and From four or more points will adjust by least squares to X Y Z showing error non zero for X Y Z de Base a Base BR 27 BR 27 BR 27 BR 27 BR 27 BR 27 BR 32 BR 32 BR 32 BR 32 al BR 32 BR 33 BR 43 BR 46 BR 51 BR 63 BR 39 BR 43 BR 46 BR 51 Dif Dist 0 004 0 002 0 009 0 020 0 005 0 009 0 004 0 015 0 022 0 002
15. 615 2 222 288 630 1 206 288 862 0 744 288 856 OO 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 LANDXML lt CrossSects name CAMINO 1 gt lt CrossSect sta 0 000000 areaCut 0 0000 centroidCut 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 234 830000 3 500000 234 930000 0 000000 235 000000 lt 7PntList2D gt lt Crosssectsurt gt Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina35 USER MANUAL TOPVIEW lt CrossSsectsurf 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 Cro
16. Analyze Points 4 Add Points_Axe X 630 37 m Data Table by clicking this section unfolds a table where we can edit the points taken so far having the possibility to modify any of its attributes code milestone height delete points taken add points to the file and perform a series of calculations such as azimuth and distance between points analysis with respect to an axis or calculation of surfaces by choosing the file points Draw Lines to take points in field it can happen that for any reason we want to draw a line that a certain points with a code that interests us Using this utility you can do it and choose freely that code The screen will refresh automatically and the points will appear United and established code with the consequent saving of time when tip data and having to draw lines on cad making an unnecessary mental exercise Delete Points the first thing that we are asked is if we chop the point on the screen If our answer is Yes the program will capture the point closest to the area of the pointer where we have played If not 1t automatically captures the last point taken asking for confirmation of your removal We can however choose other navigating to the file with the previous and next options In both cases the file is then redrawn with appropriate updates Modify Point It only allows us to modify code and height of Prism The behavior of the program is the same in the previous module Anal
17. Divat Vipo hdi ned In mez epi hed ei dezd O RAPHAC 25 005 10 015 115 0 015 0 415 enr D ee CNN a R E D Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina23 USER MANUAL TOPVIEW E sierrasoft sty 177 1 rerl Yipo hd hai mD d mD e Inc edd MER bws b bs hs WR LR TTT ss j In these images we see two different types of gutters one V shaped and one in form of u can check as it operates the program when it comes to interpolate two families of vectors option consult a Pk attending Program will not request a Pk of application for each family of vectors and a Pk to check the result of the interpolation Consultar un Pk x Pk del Vector foo lt Pk del Vector poo Nombre 1 Wect cunetal Nombre 2 Yectjcuneta2 Pk a Interpolaft25 Aceptar slais be T ZR a Wectorl Sa Wectora 0623 Vectors 247s Wectord UU U Vectors UU U f Vectors UU U E Vector If we look at the 2 Vector we can check if the desired interpolation has actually been Other vectors have not changed because they are the same in both families If any of them were also different had obtained a vector product of two vector interpolation This philosophy applies to all the elements that are defined in this way are EMBANKMENT slopes slopes of DISASSEMBLE and sub grade fixed fix
18. E mails support S CO oporte topview es Pagina17 USER MANUAL TOPVIEW PROFILE EDITION As in the rest of the preceding sections we have the same options use create and delete The program asks us if we want to edit create or delete a file of Transversals longitudinal or tunnels Transversals Feoi Prone USE Existing File CREATE New File DELETE Existing File This module shows us this table File of Longitudinal Transverse of tunnels Dist_Eje Cod A H Cenital Lon DistG AR E 00 742506 875 742506 926 _742509 518 742472352 4154659 879 4154662467 4154662527 4154665 362 4154651 222 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 GPS Base 93 GPS Base 9 3 GPS Base 93 GPS Base 9 3 GPS Base 6 3 37 505183044 37 505205796 37 505206318 37 505231165 37 505113620 6 257951881 6 257927337 6 257926752 6 257896529 6 258321214 138 677 139 187 139 189 139 439 139 307 742475 604 742474 973 4154654 374 4154655 206 13 077 12 033 GPS Base 5 3 GPS Base 6 3 37 505141304 37 505148628 6 258290555 6 258283148 139 476 139 580 742483 064 742477 964 4154658 373 4154664 894 t 8 085 0 193 GPS Base 6 3 GP
19. HDOP Pry 0 020 Pz 0 023 Huse 30 175 998 m 0 023 m 0 008 m C d Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina98 USER MANUAL TOPVIEW CALCULATIONS MENU Local System Coordenas S C L GPS Only In this section you select an already generated SCL or proceed to the insertion modification deletion or calculate a new one Paragraphs of choice insertion modification and deletion act as in the rest of the modules 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 is available the database name coordinates Cartesian in premises and Cartesian coordinates provided by the GPS according to Datum spindle and the geoid used for the calculation This file has the extension dtm and within Gooddays has this presentation P gina99 Websites www northsurveying com www topview es E mails support north USER MANUAL TOPVIEW D Documents A 495 GIBRALEO DTM s SCL Residuos and Control Previo Nombre X Local BR 27 e BR 32 BR 39 BR 43 BR 46 BR 51 BR 63 6 3183 028 6 4482 324 675616 1 6 6031 9 4 Y_Local 4144043 107 4143125 565 4142146 6 1 4141440 684 4141036 905 41402774 404 4138993 371 98 41 24 821 62 859 59 405 56 710 22 550 X Datum 674357 643 6791 430 675907 258 6 6522 221
20. TOPVIEW INTRODUCTION Professionally surveyors need to handle large amounts of data taken from computers that 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 easy and intuitive 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pa
21. be leaving these safe in other fields of the file Modificando Punto 5 X del Pto 765170 52 Y del Pto 4134655 34 Z del Pto 5 20 X Transf 765170 83 Y Transf 4134655 30 Choose Option lt Transf 5 15 C digo ib Transformar 1 Point In the correct geographical option is a check of the basis on which the Sensor Base extracted file Bases in Lat Lon Alt was positioned and prompted the new coordinates The differences between the two coordinates are applied to all the geographical readings of the Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina101 USER MANUAL TOPVIEW points contained in the file It is equivalent to a few fixes from phone afterwards This operation is highly sensitive because the process alters all the data and is not reversible except by entering the geographical coordinates with the differences in reverse Lat Actual 486 5M 58 236521N Lon Actual eG 23M 15 236251W4 Alt Actual fi 52 362 Nueva Lat om N Nueva Lon GM W Nueva lt 0 0000 Aceptar It can also be used in the case of having more than one mobile phone and have forgotten to make corrections since moving in each of them to apply this correction So we will put the current geographical to zero and new values will the corrections that were read on the sensor that Yes was this correction Websites www northsurveying com www topview es E ma
22. codes field so in export in DXF format we obtain a fully elaborated plan A line to begin to generate the line code must precede the code sequence 1 Le each view to take a point in the field in which begins a line this must be composed of the code line and its sequence code if the line is head of talus and the start of line code is 1 should be noted as ct 1 When the line ends and then we want to use again this code simply begin the line with the code of the line more sequence ct 1 startup code In one spot can begin up to two lines example ct 1 pt 1 and may contain infinite lines codes example ct 1 pt 1 well you point where starts batter head and foot of slope which is also a well and a laying electric pole Sai Modificar A adir Borrar PKyD AZyD Area Capas Capa Codigo Ren Capa Nm 2 3 A 5 6 7 8 9 10 11 7 213472 080 213470 066 213481 565 213404 343 213492 286 213488 490 213492 662 213499 911 213495 504 213498 726 2135902 985 213906 327 213501 94 Y 4161605415 4161609 91 7 4161616 972 4161612 970 4161618 025 4161622 258 4161626 739 4161630 240 4161632 355 4161641 005 4161639 361 4161642 635 4161650 640 607 0877 bd 607 0966 N 607 0816 bi 607 1576 bd 60 7 2346 bd 607 0356 bi 607 0376 bi 607 1896 607 0496 bi 607 0286 bi 607 0646 bd 607 0016 bd
23. disoner in the drawing of elements such as walls of containment pads pipes drains etc Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina85 USER MANUAL TOPVIEW in Sections Type operation is same as the paragraph that we just explain but in this case with the loaded only AutoCAD drawing we use a section type template to rethink any PK H X 404910 61 Y 4611994 32 lt IB Esc Bee Ay T Z R 1 D PK m e L 394 49 m 1 Nan HT OSO Elements Peraltados Elements Peraltados left Vectors Extenares Vectors Interiores p TopView Flements Peraltados nght Definir Vectores Peraltados ORES Zas i 1 Vectors Interiores g After requesting that we define the axis entity and the entity that defines the position of the dimension s reference asks mark lines that define the surface section and if we want to define vectors Cantered within these entities clicking screen on each side the first section banked In this last window you will have to specify many vector lengths will be conditioned by the table of cambers ee er eres leveling From this definition the program marks a thick grey line which is the new definition of the surface according to the creterios defined by the cambers and shaft If you press on the Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina86 USER MANUAL TOPVIE
24. 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 only defined in that Pk is going to apply family of vectors that define the figure of ditches and slopes T izq Desm T_lzq Ter Cun_leq Cun_Der T_Der_Desm T_Der_Ter Pos_Cun_lzq Pos Cun Der D e elelelelels s G ofojofo o o o E ASIA LALA AA ra ra ra ra m ra r m MEDIUM and ECCENTRICITY The introduction here of a record makes that he is considered a section type dual carriageway and single carriageway regardless of that there is or no data on the left elevation axis If there are no data on this axis but there is data in this table shall be deemed the section of dual carriageway and shall apply the same dimension elevation right shaft dimension in both white bands If any data on both axes and data also in this table applies each dimension for each white band There is no data in this table are considered single carriageway tronco stm Nulo1 Berintlzq PendBerintlzq SemiAnclzq Excentricidad Profundidad SemiAncDer BerintDer PendBerintDer Arc Der Nulo2 0 15 15 15 15 05 05 05 05 15 15 5 5 5 5 05 05 05 05 DDD IDD II DDD DIDID d d d d d dk d sb o o o o o o o o o 0 0 0 0 0 0 0 0 0 o o oi oi DIDID 0 0 0000 IO S O O O O
25. layout and axis elevation data in Ascii files are exported in the same file Fichero formato TOPVIEW Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina39 USER MANUAL TOPVIEW SETTINGS MENU This is the appearance of this menu in the new version Paring DEVICE WORK CURRENTLY These three options have been previously described at the beginning in the section Starting with Topview directory Currently DMy Documents Demo directory New Lat 382 52 40 75746 M CA Lon 29 32 67093 W Terai H 294 160 DARRO Ant Base 1 200 H Demo Ant Movil 2 000 3 DEMO JAEN INLAND Datum WGS84 SCL Nulll WORK D My Documents Demol Websites www northsurveying com www topview es E mails support Pagina40 USER MANUAL TOPVIEW Geographic Corrections from Mo Lat 02 0 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 then to perform post processing This operation is possible both in the GPS Mobile GPS based although GPS based it is not necessary because configure it parallel observations recording is activated to solve ambiguities in real time RTK During the course of this operation the programme will be taking pe
26. or Lat Lon Alt Later she asked if we wish the Cartesian of the selected Datum or local Cartesian coordinates as elected in SCL Basis F Basis F B New Hesquardo F Guard _ i F R New E Taking in X YZ Take into Lat Lon Alt If the base exists and reading it will use to process the SCL we choose Basis at all The difference between E T and GPS in this module as in all the of data collection 1s the omission of the readings of angles and distance geometry of the coordinate geographic and Cartesian inbound from the GPS receiver along with their parameters of Hdop Vdop XY accuracy accuracy in Z etc Next to this difference also highlight that the input of coordinates occurs every 0 2 seconds which will have to press ENTER or ESC to stop data input and capture the latest data to record it as a result of the interest Esc Hed Z Ap T O O 25 39884 N 7 28 49 12605 W 344 741 e 2 000 Pxy 0 010 OP 5 0 Pz 0 018 Nueva Base Nm BR1 C d Description Fo X 941 074 Altura Antena 2 000 y Y 762 222 4 344 741 Then if we have set up the program to obtain more than one time will give us the option to burn them on file as shown TopView Grabar Todas la Epocas en fichero JAMY DocumentsDemo B1 txt E Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina75 USER MANUAL TOPVIEW Reverse Bisectio
27. the OF and the profile of the intersection with the axis of the trunk Skew can rethink it easily from the trunk The screens then the application offers are similar to the one explained in the coordinate file layout section ANALYSE POINT It allows to analyse our position with respect to an axis both on ground and elevation and can also load 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 Z 97 410 2 000 OP 1 0 Puy 0 006 Pz 0 023 Elevation Derecho Pk 6 604 m Medium Camber and Hesguardo Dist 42 121 m Error 0 008 m Cota Bajar 97 410 F Guard PS P1lt 0 000 0 000 F H New gt PS Alz 0 000 0 000 0 00 section Type Pk fuera de eje Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina62 USER MANUAL TOPVIEW DIGITAL TERRAIN MODELS DTM In the Menu Imp we have the necessary options for importing the DTM of the appropriate PC program Once we have the DTM in our book 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 program display its position highlights the triangle on which sits and shows the increase of dimension needed to touch the plane forming the triangle We can also engrave read points being drawn on the screen as well as Tachometric module In
28. 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P ginas USER MANUAL TOPVIEW 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 show 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 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 Derice Port COM11 Sistema GPS pa COM 1115200 Brand A Tre TOPCON Model d a A lla A JA A Similarly to delete create or choose a working directory to house the data files we go to the Config menu Dir OBRA Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina6 USER MANUAL TOPVIEW Directory WORK directory Currently D My Documents Demo directory New LA H DARRO H DEMO JAEN INLAND Demo Servitopo H Demo Tunel If we go to the Con
29. to apply table Cambers and medium If we only want to apply table of Cambers and not the medium we need to create a type section even if it is completely empty so the program can follow the process Elevation Derecho v Medium Camber and Hesquardo section Type DANY Documents Elements to stakeout F Guard FR New A Pk Either Points Sing Plant Points Sing Hevabon Details Required x ai xm PK Required so Table of Camber and Medium A Si Distance Axe as Peraltelzq 6 00 Progressive 20 000 Distance Lin B 4 000 Skew 0 000 ZAxeAlz 0 000 Moved Longitudinadio 000 Z to Replan 0 090 It allows the introduction of one Pk either as well as explore the table of singular points of the shaft to extract the Pk of a particular element Progressive is the distance between Pk that we normally use to rethink so after rethinking the Pk 1520 and return to this screen automatically will offer us the Pk 1520 20 1540 to rethink Skew 1s a twist that applies to rethink a profile not perpendicular to the main axis and from this new rotated alignment applies to shaft separation and the Longitudinal displacement in the sense the Pk commonly used for rethink works of manufactures are not perpendicular to the axis of the trunk but that knowing the angle forming the shaft alignments Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina61 USER MANUAL TOPVIEW of
30. which appear are not who we are interested in in this case we have to click the Scan option so the book will make a sweep to detect Bluetooth to communicate new After finishing this operation already must appear the name of the sensor you want to communicate from here only is situanor about our sensor and press the Select button and selected our sensor and then it will continue to apply the settings Established then we disconnect the sensor base to connect the phone to the PDA and can apply in the same way the established configuration In this way we can begin to work and that both sensors are already We may realize that we get connected or that do not emit or receive Radio Modem in these cases we can change the settings we create incorrect return to save 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 Communication cable 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 1s known with the name of BSP to this must be added the number of the same COM1 or BSP1 Usually on a PDA port for cable is the COM port for Bluetooth can be BSP2 or BSP3 Well most of the PDAs incorporates a Driver that makes blueTooth emule port conventional COM series with a numeroelevado 6 7 8 or 9 In this case we will hav
31. which belongs the elevation to rethink and obtained differences Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina103 USER MANUAL TOPVIEW You can also export data to your Pc from this module The resulting list is equivalent to listing of cute supplied assistants to mark points to the correct dimension and can also be a valid list for quality control Chop Images This utility 1s only available in the TopView PC version With it we can from oversized disk image and whenever we have the corresponding calibration of the same file in the same directory divide the image so that the resulting can be processed more efficiently Divisiones Columnas Filas Cut once the image will see the M N image files being introduced number of columns M and N the number of rows At the same time will create a file s extension ils which is an index of the previous ones In the module takes coordinates we have the option of loading one or the other The advantage of using the file ils is that the programme is responsible for knowing our position display the corresponding cut file so if we go to another zone contained in another file automatically download the previous memory and new loads This is very useful in given field which will bear will normally be a Pda Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina104
32. 0 ABAH AAAA TiD ma si Consultar un Pk Pk del Vector 1 1406 Pk del Vector 7 Nombre 1 Vector Nombre 29 Vector Pk a Interpolar Websites www northsurveying com www topview es Fk 125 006 vector 1 Vector 2 Vector 3 Vector d Vector 5 Vector E Vector Y 2 5046 1 256 2 5006 6 900 3 756 3 750 ABHA 6 900 aH 6 900 AHAHA 6 900 HAHA 6 900 E mails support northgps com soporte topview es USER MANUAL TOPVIEW IMPORT MENU Bases amp Coord This option BASES amp COORDINATE data in the following formats of Ascii files are imported In all the options of the menu import can browse the Pc and able to choose the file without having to type it The program automatically detects which is the delimiter of the fields to avoid having to define it AXIS On this option path in plant and elevation data both at the same time are imported in format Ascii files Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina27 USER MANUAL TOPVIEW format Intemo format CLIP format ISPOL format MDT format CARTOMAP format ACS MDW format INROAD format TRAZADO format PROTOPO Formato Interno PLANTA 0 0000 0 000 325180 945 4252061 317 229 5011 0 000 0 000 0 000 383 342 383 3420 383 342 325009 594 425171
33. 00 TANGENTE SALIDA 28 7046 487 5566 7 1987 TANGENTE ENTRADA 575172 489 6307 7 1987 3 VERTICE 73 7597 490 8000 1000 0000 TANGENTE SALIDA 90 0022 491 4416 3 9502 Section Fixed Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina30 USER MANUAL TOPVIEW This option of Transversals mortising profiles or Natural terrain files are imported for its subsequent reconsideration in field The formats supported are ISPOL You can import any surface 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 other layout flush or subgrade profiles TER 0 10 0 0 36 67 577 09 17 32 577 00 0 25 576 91 16 77 576 72 31 607 57067 34 44 575 65 38 71 575 63 43 65 575 73 4011 570 22 50 66 576 00 The CLIP profiles listing You can import with the purpose of the reconsideration of the same or as surface to visualize L VILLANUEVA DEL DUQUE CRUCE DEL CUART 24 04 2002 PQ 1 LISTADO DE PUNTOS DE SUBRASANTE oe ARAAMARARAAAAAAAAA IZQUIERDA AAAAAAAAAARANAMARAA AAAAAARAAAAAAAAMARA DERECHA AAAAMAAARAAAAAAAAAAA C Eje Pie Tal Ext Tal B Ext Arista B Int B Int Arista B Ext Ext Tal Pie Tal 0 EN ESTRUCTURA
34. 000 0 000 510 825 20 000 5 000 510 725 CARTOMAP Terreno P K 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 Secci n Ra 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 4626 034 9633 288 5 400 295 081 299 962 4 781 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 775299 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 238299 570 4 333 4622 835 9628 938 0 000 293 626 299 6090 6 064 4619 290 9624 118 5 983 292 320299 570 7 250 Nivel 3 Nivel 4 Nivel 5 Nivel 6 Nivel 7 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina33 USER MANUAL TOPVIEW Nivel 8 Nivel 9 INROAD Fomato I May 23 2002 Roadway Modeler W xyz Page 1 of 109 09 4
35. 0408 300 4135444 826 240471 130 4138485 759 240544 827 4138537 350 240602 445 4138592 821 240656 i 4136604 506 4139077 220 Through which with the use of each one of the functions listed in the table header we can edit the axis to our choice It is always advisable to check it after the Cheq option PkD This option allows you to consult the X coordinate and 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 Pk 100 000 Ofr 25 000 Coordinates X 239326 661 Coordinates Y 413 661 226 azimuth 70 0000 q Radius 0 000 m Details Required 7 Rasant 0 000 Pk Required 0 Pending 0 000000 Separation Axe Acuerdo No Hay Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina14 USER MANUAL TOPVIEW Check Axis With this option you can verify that data entered manually or via an import from a file alignments are correct and that there are no errors of overlap which give rise to the calculations of the PK data the path they are 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 is the polygonal that will form the drawing of the shaft A transverse lines in t
36. 1 759 4065554458 370813936 4065553972 370815 043 4065552 800 370815 655 4065550 707 370818 567 4065537 158 370823 671 4065528 712 370819 123 4065549 395 370816 316 4065561 889 370816 168 370816 463 4065565 110 om D D do ld ma D Ww co D w o 0 de Rafa R R a a co bes w BRRR RRR 00 a En 12 3 4 5 6 7 H 19 o Ee w 2 2 tee o Ee w a i Lua co oo DD WwW w ca D W en D 881 oo E s w D w Mod It allows us to modify data in the table A ad It allows you to add records in the table Borr It deletes rows from the table PkD It allows us to analyze any point on the table with respect to an axis in TopView Requests use the shaft and then shows the analysis of the result AzD It allows to calculate azimuth distance and increase in dimension between points Guidtonce of 2 to 3 azimuth 138 5323 18 Punto J Distance 2 3041 2 Punto Incr cota 0 0344 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 will be displayed and you surface Points Choose Point to Point All the File Websites www northsurveying com www topview es E mails support northgps com sopo
37. 16361 031 100 0000 0 000 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 Formato TRAZADO Planta Fichero C TRAZADO CAMINOS WIN CAMINO1 Titulo C trazado ejemplol win CAMINO1 Fecha 22 02 04 20 31 26 ALIN TIPO P K LONGITUD A Tang Y Tang AZIMUT RADIO XC o I YC 6 L PARAMETRO 1 RECTA 0 000 0 020 683396 793 4300226 714 26 6250 0 000 0 000 0 000 2 CIRC 0 020 0 000 683396 801 4300226 732 26 6250 0 010 683396 810 4300226 728 3 RECTA 0 020 112 932 683396 801 4300226 732 26 9138 0 000 0 000 0 000 4 CIRC 112 952 20 909 683443 135 4300329 722 26 9138 80 000 69833 0 178 4300362 544 5 RECTA 133 861 42 325 683449 138 4300349 689 10 2746 0 000 0 000 0 000 Alzado Nombre del fichero del alzado CAMINO1 Fecha hora ltima modificaci n Titulo 24 02 04 14 35 48 C TRAZADO CAMINOS WIN CAMINO1 NR P K COTA PENDIENTES PARAMETRO P K INICIO 0 0000 485 4800 1 5997 TANGENTE ENTRADA 4 9999 485 5600 1 5997 1 VERTICE 4 9999 485 5600 0 0010 TANGENTE SALIDA 5 0000 485 5600 9 1333 TANGENTE ENTRADA 11 2932 486 1348 9 1333 2 VERTICE 19 9989 486 9299 900 00
38. 20 7 20 6 78 6 76 0 00 6 76 6 78 7 27 575 070 576 059 574 799 574 799 575 070 574 799 574 799 575 961 40 7 09 6 78 6 76 0 00 6 76 6 78 Ta LS 574 331 574 780 574 061 574 061 574 331 574 061 574 061 575176 60 6 96 6 78 6 76 0 00 6 76 6 78 7 08 573 712 573 976 573 441 573 441 5135 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 7 03 572 704 573 110 572 433 572 433 572 704 572 433 572 433 573 192 Platform of the CLIP list You can import with the purpose of the reconsideration of the same or as surface to visualize L VILLANUEVA DEL DUQUE CRUCE DEL CUART 28 12 2001 Pg 1 PUNTOS DE PLATAFORMA Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina31 USER MANUAL TOPVIEW PK Lado Pie I Arc n I Mediana Calzada Arc 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 3 50 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 SD ha royal 575 241 575 231 575 191 574 061 Cross section of the CLIP list You can import with the purpose of the reconsideration of the same or as surface to visualize VI
39. 5 324971 9494 4251647 8399 234 5941 j 500 0000 200 0000 554 0667 324918 2708 4251574 8529 246 1456 c 500 0000 0 0000 634 0667 324862 1276 4251517 8941 251 2385 0 0000 200 0000 691 9371 324821 8985 4251476 3347 244 4160 270 0000 125 0000 PLANTA ALZ1 VILLANUEVA DEL DUQUE HINOJOSA DEL DUQUE 0 000 y 651 831C y OR 10 000 y 652 007C 2000R 83000 y 652x8710 y 15000R 191 000 y Ao OE y 500R 233000 qe BOALO y OR 259 000 651 487C 0 000T tambi n L VILLANUEVA DEL DUQUE CRUCE CUARTENERO 24 04 2002 E de 1 PUNTOS SINGULARES P K Longitud Coord X Coord Y Azimut Radio Param X Centro Y Centro 0 000 0 000 325180 945 4252061 317 229 5011 0 000 383 342 383 342 325009 594 4251718 404 229 5011 0 000 463 342 80 000 324971 949 4251647 840 234 5941 500 000 200 000 324543 972 4251906 365 554 067 90 125 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 4251476 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 VILLANUEVA DEL DUQUE CRUCE DEL CUART 24 04 2002 P g 1 DATOS DE ENTRADA NS PK Cota p 3 L Kv Flecha 1 0 000 576 908u 2 36 000 575 268 4 5551u 69 653 3350 0 181 3 147 000 572 5200 2 4759 70 742 36000 0 174 4 378 000 571 340 0 5108u 91 455 90000 0 116 5 486 000 571 8860 0 5053 106 148 2500u 0 563 6 620 000 566 8730 3 7406 143 66
40. 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 4 500 42 727 4 500 43 427 3 500 42 807 3 500 43 347 0 187 54 133 0 043 54 125 0 040 54 125 0 000 43 087 0 000 42 764 3500 43 447 3 500 44 067 4 500 44 147 4 500 43 527 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina34 USER MANUAL TOPVIEW 5 500 44 227 12 500 44 787 15 000 44 987 16 000 44 907 44 907 16 600 44 807 16 661 44 500 44 500 17 200 44 707 18 400 44 907 18 912 93 413 19 000 44 955 44 955 19 683 53 391 26 991 52 946 27 505 52 946 27 942 53 238 42 077 52 977 43 314 52 955 70 000 52 809 PROTOPO PK 0 000 Rok Origen 10 971 819 171 Taludi 6 400 814 600 Talud2 6 000 814 200 Cunetal 4 800 814 600 Bermal 3 000 814 600 Calzadal 000 814 600 Eje 000 814 600 Calzada2 800 814 600 Berma2 000 814 200 Cuneta2 400 814 600 Talud3 542 816 742 Talud4 ODA SW O EAGLE User Name jpla Date 07 14 05 Project Bellpuig Preixana Tame 09 37 00 Subproject Bellpuigpreixana Sub Project No 6 Page 1 ROADCALC Cho Ss S 6 ee L QN 2 Surface Name ExistPavement STATION OFFSET ELEVATION 0 060 000 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 2 213 288
41. 7 21000 1 229 7 818 000 573 0130 3 1007 211 874 5700 0 984 Formato ISPOL Ficheros cejel res y rasal res Istram5 12 23 Abr 2002 11 33 pagina 1 PROYECTO EJE 1 VILLANUEVA DEL DUQUE PE ARROLLA PUEBLONUEVO LISTADO DE LAS ALINEACIONES Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina28 USER MANUAL TOPVIEW Dato TIPO LONGITUD PK X TANGENCIA Y TANGENCIA RADIO PARAMETRO AZIMUT Cos Xc Xinf Sen Yc Yinf 1 RECTA 383 337 0 000 325180 945 4252061 317 229 5011 0 4469941 0 8945369 2 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 d PROYECTO 7 EJE 1 VILLANUEVA DEL DUQUE PENARROLLA PUEBLONUEVO ESTADO DE RASANTES X PENDIENT LONGITUD PARA
42. 7 PM Report Template ROADWAY MODELER XYZ Layer Name bit HA Haggarty Road VA resurf Station TC Offset X coord Y coord Z Coord 045884265 Izquierda _ 3 8008 10282220617 116402 8019 295 1566 Orig El 295 35067 Cut Fill Ht 0 2001 0 588 265 LEOM 3 7399 1028222 1226 116402 8048 295 3596 Orig El 295 3396 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 formato 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 O 000 000 12 430 601 120 IZDA Ta Sal cunetal 04000 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 Izql 0 000 000 5 750 602 200 IZDA Apar Izql 0 000 000 3 250 602 150 IZDA Calzada Izgqll 0 000 000 0 000 602 215 Eje 0 000 000 3 250 602 150 DCHA Calzada Der11 0 000 000 5 750 602 200 DCHA Apar Derl 0 000 000 5 760 602 340 DCHA Bor Derl 0 000 000 8 760 602 400 DCHA Ace Derl 0 000 000 9 510 602 400 DCHA Berma Derl 0 000 000 11 430 601 120 DCHA Ta entrd cunel 0 000 000 12 430 601 120 DCHA Ta Sal cunetal 0000 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
43. 8 404 229 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 CONCAVO 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 Formato Clip PLTI VILLANUEVA DEL DUQUE CRUCE CUARTENERO 0 0000 325180 9450 y 4252061 3170 229 5011 F 0 0000 0 0000 383 3415 325009 5936 y 4251718 4039 229 5011 0 0000 0 0000 463 341
44. 93 626 300 000 6 374 4620 524 9625 796 3 900 292 775299 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 23 265 288 549 288 049 0 500 Nivel 2 4626 380 9633 758 5 983 295 238 299 570 4 333 4622 835 9628 938 0 000 293 626 299 690 6 064 4619 290 9624 118 5 983 292 320 299 570 7 250 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina32 USER MANUAL TOPVIEW INROAD Listado RoadWay Modeler XYZ dat January 7 2002 Roadway Modeler W xyz Page 1 of 52 12 17 PM Report Template ROADWAY MODELER XYZ Layer Name w HA 1 VA 1 Station TE Offset X Coord Y coord Z coord 0 000 814 Left Uncon 7 8728 4738 2903 9347 1126 243 5355 Orig El 243 5355 C t FilLlL Hus 0 0000 0 000 814 Left Uncon 7 0000 4739 1085 9346 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 El 242 3364 Cut Fill Ht 0 3447 0 000 814 Centerline 0 0000 4745 6701 9344 3704 242 7011 Orig El 241 4591 Cut Fill Ht 1 2461 0 000 814 Centerline 0 0000 4745 6701 9344 3704 242 7011 Orig El 241 4551 Cut Fill Ht 1 2461 SDR VARIN Listado Pk Desplazamiento Cota del Sdr Varin Se puede importar con la finalidad del replanteo de la misma o como superficie a visualizar 0 000 5 000 510 512 0 000 0 000 510 612 0 000 5 000 510 512 20 000 5 000 510 725 20
45. AJE Ei ELELE 151 01 m Marque Texto de PK Origen Lista Perfiles Long H X 686161 68 Y 4130344 42 a Valores Pk Origen 0 000 Z Referencia 6 000 Escala H Escala V Margue Entidades de la Superhicie Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina88 USER MANUAL TOPVIEW together with the drawing scales If you press on the icon Ey We access the same menu that we have already explained in the section Stakeout Menu Sections Fixed These options are similar to those described in the section Menu Repl Sections Fixed but adapted to the reconsideration of a Longitudinal in Geometric leveling allows you to use a conventional geometric level to mark the elevation of any point of COX or CAD drawing Select Action leveling Geom trica Z Base 182 000 Lect al Plano 10 000 Description Salida en Base CO With this module we avoid to use leveling book because all the readings read ahead read back are recorded in a file Also details of the dimensions of the bases that are part are read from the same files that we use with the ET or GPS as well as the points to rethink their dimensions are extracted from the COX CAD file Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina89 USER MANUAL TOPVIEW This icon provides access to the following editing options
46. Cartomap and InRoad Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina37 USER MANUAL TOPVIEW EXPORT MENU Bases amp Coordinates This option being exported data BASES amp Coordinates in different formats of ASCII files Bases If the active device is a GPS program we will offer between export bases in XYZ or Lat Lon Alt Opciones Seleccione Formato Ascii de Coor GELIN AA Transverse Profiles This option of transverse profiles data in different formats of Ascii files are exported Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina38 USER MANUAL TOPVIEW seleccione Formato Ascii P Tr E Formato CLIP ter Formato ISPOL C per Formato MDT tra Formato Pk DespbCota sdr Seleccione Tipo de Fichero ES 2 X Y Z PK C digo xyp Fichero de Transversales Pk Despl X Y C digo 0bs C pdp Transversales de T neles Solo Observaciones obp Longitudinale Profiles This option being exported data from longitudinal profiles in different formats of ASCII files Formato CLIP Ing Formato Pk Cota Chip tp Formato ISPOL C on Formato MDT Clon Pk X 2 DesplCaodigo C vl Pk Despl X Y 7 Codigo Dbs pal Solo Observaciones C 9 n X Y Z Cartomap bd AXIS This option in plant
47. D with E T In this module we can rethink any point of a cross section calculated in a 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 trail file for later export them to your Pc and calculate the monthly cubicaciones of the work Taken anywhere allows the calculation of the action to perform for the rectification of the Royal slope to reach the theoretical slope It begins by offering between deleting an existing file or use it to rethink The files are only created in the importation of the same from Pc Then he offers a picture where we can indicate the names of different files to load Select Action Use File of Sechons Delete File Sechons 1 Sup Rep 25up Vis Sup Vis 42Sup Vis Sup Vis 62Sup Vis otakeout Rect 5 Monitoring slopes New Track gt Auto Busqueda c ratio 12 000 Subsequently he displayed the first Pk which is in the file that we are chosen to rethink Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina66 USER MANUAL TOPVIEW Esc Eg Ap T PU D N Ptos 17 Pk 60 000 Ratio 2 0 a Pk 60 D 19 384 22262 186 Cod 7 000 Pk 60 D EM a 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 p
48. LLANUEVA DEL DUQUE CRUCE DEL CUART 30 04 2002 Pg dk LISTADO DE PUNTOS DE PERFILES TRANSVERSALES P K 20 COTA RASANTE C D 576 050 COTA RASANTE C I 576 050 AARRAAAATALUDESAARARAAAA AARAAAPLATAFORMARAARAR A Dist Cota Talud Dist Cota Pend Dist Cota 29 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 Fichero de Transversales tra Fichero de Replanteo m ltiples de l neas rep CARTOMAP Fichero de Terreno txt P K 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 Fichero de Niveles txt P K Nivel X Y Distancia Cota terreno Cota secci n Dif cotas 0 000 000 Terreno real Nivel 14629 439 9637 917 11 146296 629296 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 3 900 294 677 299 9225 245 4622 835 9628 938 0 000 2
49. Leaning Style of Settings Actions Base Rover PDA Radius Telef Por p 4 gt Type of link NTRIP movil NTRIP JNS NTRIP Sensor M reset Sensor 4 Activar Co Op Traking h Activar Fast CPD P gina51 USER MANUAL TOPVIEW DEFAULT PARAMETERS We will start by selecting the device that we will work with this once we go into styles of configuration we can apply a previous configuration for the team we have selected This configuration applies from the option by default with which apply an initial configuration that will serve as basis to adapt to the team that we want to work Parameters of GPS BASE We will begin by configuring the GPS Base starting as already mentioned parameters by default that we have imposed on it Select the Base tab to configure 1t PDA This first option that shows us refers to the communication parameters that we will impose on the book so that you can communicate with the GPS such as port baud rate etc In this case that will be seen in the image above Radio with the following option is going has let you to GPS for example the port which is has issue differential corrections the Radio Modem and the type of format of the same the baud rate etc For our example will be the following Varios in this case we will has allow to enable different options depending on the type of sensor that we have selected as a device for example going has allow enable turn off sounds that e
50. ME TRO VE RY FC E ENTRADA AL ACUERDO SALIDA DEL ACUERDO 5 m kv p k cota p k cota Paks 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 Formato 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 0 000 142 065 9322 097 5518 850 24 15199 0 000 0 000 213 841 9348 678 5585 523 25473198 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 Formato CARTOMAP Planta P K X Cora 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 263 9535 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
51. O O QO O Define eccentricity of plant with respect to the cross section axis 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 slope B Int Izq and GDP Left VECTORES Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina22 USER MANUAL TOPVIEW This is where lies the power of this module as it is where the families of vectors that make up the figure of ditches slopes of clearing embankment slopes fixed platforms and sub grade fixed are defined These figures or family of vectors have a unique name which used to be called from the previous tables It is important not to confuse the names of these families for not applying a ditch where is a slope or a fixed platform etc so we recommend starting the name designating them with the following key words tromco stv IncD1 Inc Z1 IncD2 Inc IncD3 Incz3 IncD4 Inc 4 IncD5 Inc 5 IncD6 IncZ IncD Inez 3000 2000 0 000 0 000 0 000 0 000 0 000 0000 0000 0 000 0 000 0 000 0 000 0 000 3000 2000 0 000 0 000 0 000 oowoo 0 000 0000 0 000 0 000 0 0001 0 000 0 000 0 100 0500 0400 0 000 0 0 500 0 000 0 000 1 0 000 0 000 0 0001 0 000 0 000 2500 0500 0 000 0 000 2 0 500 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 100 0 500
52. RS T Ftoz liea 6773 wen ee Becta T weens X Ptol fasza 1775 Ftol kaszaas anya X Ptoz aan Y Ptoz logn EEC ADE It is worth making special mention to Cut surface that allows carry out a transversal cut all the visible lines on screen active layers and draw the cut Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina92 USER MANUAL TOPVIEW m x 370844 84 Y 40 E IDX A x 370911 16 v 40 BX Esc Hen at zi 14 ea Esc Haz Ap EE 1 MNPtos 12 Pk 0 00 Ratio 2 0 E A 156 09m ir n o 7 Marque la Linea de Corte Jee S oaa Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina93 USER MANUAL TOPVIEW Access the following menu which allows the loading of images la X 213811 89 Y 4161436 18 UpLoad 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 from the TIF JPG and BMP type just to chop two common image and terrain points calibrate Image cl Picar 1 Pto de Imagen Picar 22Pto de Imagen Picar 19Pto Real Picar 29Pto Real calculate Calibraci n Record GeoReferencias E Upload DWG DXF not only makes available the autocad drawing on screen but that we can rethink any graphical entity contained in it lines polylines splines points block
53. S Base 6 3 37 505176527 37 505233897 6 258255433 6 258195649 139 338 139 502 742488 602 8 925 GPS Base 6 3 37 505293234 6 258130835 4154671 646 139 581 whose Edition is very similar to that described in other modules Just comment that the draw option allows us to draw on screen a specific profile using the entire width of the same and the ratio needed to use all upper screen It 1s not necessary to have ordered the cross points previously PK to Dibuytor ratio Use the lt gt para otros Pks Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina18 USER MANUAL TOPVIEW Websites www northsurveying com www topview es E mails support northgps com soporte topvie Pagina19 USER MANUAL TOPVIEW TYPE SECTION In this option you can create delete or modify files defining of the sections of a linear work of type road railway Canal pipe etc Edit Table of Slopes and ditches Table of Vectors calculate A Profile There are elements that are defined Parametrically and other renowed Define renowed all ditches slopes of cut and fill including benches berms of clearance crowns etc inadequate fixed platforms 1 e car parks steely etc and inadequate fixed sub grade 1 e different thicknesses under zones of parking steely etc All of them are defined as paramete
54. S84 geographical If you have chosen geographical bases the editing options are See 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina9 USER MANUAL TOPVIEW Choose Type of Coordinates L j Nombre BE Lat 372 27 4 09353 N Lon 6 16 34 78168 W Alt 154 898 Descripci n vertice Bases Insert Base or Add Base Insert is a function that allows you to insert bases If the base already xists TOPVIEW informs of the fact and forces you to change the name The data for insertion of the base are Bases Edit Base Once the data has been modified the following scheme is presented Name Latitud Longitud Altitud Descriptior If you press lt Enter gt the base adopts the modified data as the new values therwise 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina10 USER MANUAL TOPVIEW Bases Clear 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 in different records with
55. USER MANUAL TOPVIEW OHLBTSL lop View 4 S s 0 D N VA Version 1 3 February 2014 Websites www northsurveying com www topview es E mails support northgps con Pagina USER MANUAL TOPVIEW 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 Typical Sections Import files Export files Settings Equipment Configuration DEVICE WORK directory Current Opt GPS Datums and Geoides Sensor Config Park Stakeout Data Stakeout Menu Coordinate File Sections Fixed Type Sections Section Tunnel Takes Data Capture Menu Outstanding Base Reverse Bisection Coordinates speedometer Stake Cross Sections Transversal Profiles Longitudinal Profiles Calc Calculation Menu Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina2 USER MANUAL TOPVIEW Local Coordinate system SCL Transfer to current SCL Tools Cogo Leveling Book Chop Images Only Topview PC Contact Us Installation Procedure Conclusions Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina3 USER MANUAL
56. W Correcciones Geograficas Act E Lat 020 0 00026 N Lon 02 0 0 00012 E Alt 1 999 EDITAR 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 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 them will be subtracted those differences which is equivalent to position the GPS Base on known coordinates If we have several mobile GPS we will have to make the transaction with each of them Each time that you configure the GPS Base these variables go to zero so if Base sensor 15 not positioned in a known base should make the corrections again The advantages of this method are several l The possibility to place GPS Base anywhere more in line with the needs of the moment 2 Put the Base GPS antennas on the roof of our car and the sensor in the boot thus eliminating the need to monitor the equipment and reducing the emission of the Radio MODEM distance because 1t 1s assumed that once read all the bases of the work the remaining days will work in localized areas There 1s that having in mind that the car should not be moved during the work and 1f neces
57. W icon Ey access the same menu that we have already explained in the section Stakeout Menu Sections Fixed in Surface based on a COX file containing drawing on floor of longitudinal lines in 3D that defines a road or any similar geometry we can after loading the corresponding axis generating cuts with all of them and reconsider it in the same way as in sections Fixed FRY X 356156 76 Y 4609730 41 l lt E BX FA x 357236 62 Y 4608315 58 AE EAR Esc BELLA T 7 A i Paris 1491 11 m Details Required Pk stakeout Ancho Core i KOS E107 7 87 ALF Esc HEH SZ N Ptos 15 Pk 2010 000 Ratio 2 0 Pk 2010 000 D 16 554 Z 713 231 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina87 USER MANUAL TOPVIEW If you press on the icon By access the same menu that we have already explained in the section Stakeout Menu Sections Fixed in Longitudinal Profiled a loaded CAD file containing drawing based on a Longitudinal profile we can use this to rethink any point of the profile or drawing B X 686675 44 Y 4130065 48 ame R x 686257 20 Y 4130294 24 Sele SETE TE Esc Hep LZ A TPE ie 1757 16 m 7 302 01 m To do this we make the entities representing the axis and the work surface FR X 686176 63 Y 4130258 06 Tok GRADIENTES Y Por HEH 8 2 6 P ao 1 E RASANTE COTAS oe 13 DISTANCIAS ACUMULADAS onze f 3 3 RILOMETR
58. ackup file If we answer affirmatively are prompted us the name of a file of coordinates other than which we will use to rethink where all the stakeout real data will be stored Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina57 USER MANUAL TOPVIEW Coordinate File File PO Hesqua io E Guard F R New It begins by requesting the name of the file to rethink and then will be presented a screen where you can select specific point we want to rethink and azimuth that we put in the ET You can change the dimension to rethink just change the value Inc Z which is the value that is added or subtracted to the dimension to rethink estadop cox Pto 1 A del Pto 940 9 Y del Pto 973 314 Z del Pto 100 411 Azimut Te rico 265 1204 q Dist Te rica 82 416 m Inc Z 0 000 After placing the appliance shown azimuth and milestone online operator we proceed to checkout by pressing Enter After reading the program asks for the height of the marker and the code we want to give the point to file in the backup file After we reported the result of the reconsideration and action to perform 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 Move can be changed to Approach If the difference in distance is negat
59. adio is the same that contains the GSM GPRS and from here one or another can be activated Datums and Geoid GPS Only This option allows us to choose create or delete a Datum Depending on the Datum selected thus be obtained Cartesian coordinates that will be local conversions using the Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina42 USER MANUAL TOPVIEW parameters of the SCL Initially we could choose either one Datum but it is important to not change Datum in a work since it can induce substantial errors DATUM Wasis display DATUM Insert and Import DATUM Modelos Generales Predef Sort DATUM loc Yloc Ondulaci n bd Clear DATUM Lat Lon Ondulaci n bd projection UTM 3 Points of SCL C dim UTM parameters Lon Lat Ondulaci n bd loc Xloc Ondulaci n bd Added the option Load geoid through which we apply a model of increments relative to the ellipsoid heights obtained directly by GPS for approaching the dimension area geoid In UTM parameters or parameters LAMBERT or parameter ObliqueMERCATOR etc you can specify multiple values influencing the conversion of geographical coordinates on her prior to the SCL Coordeandas XYZ Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina43 USER MANUAL TOPVIEW Tama o Huso Huso Hemisferio A Center Huso and Sur Source
60. at is not collected in the list that appears in Search Pk Being asked every few meters we want to interpolate It should take into account that the outcome of this interpolation may be ambiguity in transitional zones of complex sections in which we move from a number of segments per section to another I e that it is a good choice knowing the precautions to take not only in TopView but in any PC Virtual slope It allows us to define a vector that part of active point of the section and that it can be remove or fill inwards or outwards Talud VIRTUAL Inc Dist Inc Cota 23 010 T 1 0 41 gt gt 1 228 Down 0 504 Pxy 0 009 Pz 0 019 Cod erPk 3 765 enL 1 225 en 0 54 In this example we have defined a vertor 1 1 that part of the gutter and 1s more inclined that the original 1 0 5 if we move until the bottom right data to zero will be at the intersection of the Virtual slope with the terrain Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina71 USER MANUAL TOPVIEW Stakeout Points Online On the basis of two points of drawing that can be the same PK or other PK shows a drawing in plant with drawn axis and the line formed by these points On these two lines performs an analysis of our position on the axis and the line from two points FFI RepCajeo E Elx Esc Hed Z AY i EJE Pk 1915 225 D eje 6 331 Deje 13 137 Pxy 0 016 Pz 0 015
61. ave the option to read in direct and reverse circle and get results similar to these Err Dist 0 03 m Err cota 0 024 m Err Azimut 0 0006 y If you select only guide the program will impose an azimuth to the station and with the third option included the previous two 1 e focus on another base will read 1t and obtain the relative errors in distance elevation and azimuth To exit the application program reports data base from which will make all the calculations of reconsideration or take data as well as the work subdirectory Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina56 USER MANUAL TOPVIEW STAKEOUT MENU All layout options provides we archiving the coordinates of the point restated in field in a file called of receipt which is in reality a coordinates file same as other files used in Taquimetria or reconsideration of files of coordinates Is often used to be aware of the points really reframed in field as well as the actual dimension of the field at that point in these codes are automated to indicate the original point which was to rethink and retrieved residual error COORDINATES This option can rethink groups coordinates from different sources as well as recording the results of the reconsideration in a backup file TOTAL ESTATION E T FILE OF COORDINATES CROSS BASES The application starts by asking 1f we want to record the readings in a b
62. configuration of the PDA is usually the same for two sensors except for cases in which such a sensor available cable and Blue Thoot while another only cable On our case as we have already specified in the characteristics of the equipment shall be in the following way Enlace RTK Here you can select the differential corrections reception channel They will usually be by Radio but they can also be for GSM GPRS and in this case you must specify several parameters Estilo de Configuraci n Acciones Base Rover Acciones Base Hover PDA Radio Telef Ante na PDA Radin eler Antena a Tipo de Enlace EMF El Tipo de Enlace MAPA PIN 7 82223 14 Puerto 8010 GPRS movil jairtelnetes vodafone vodafon NTRIP movil NTRIP JNS Usuario IINLO0113 NTRIP Sens ml ai Contrase a YMSOIO Antena This option has the same options that the sensor base as well as allowing you to indicate which will has be the level of ambiguity and multipath Puerto RTK in this case select the COM port that goes has receive differential corrections baud rate parity etc Varios similar to before collects configuration features such as reset Sensor enable Fast CPD or as in the case of our equipment enable co op Traking etc SAVE SETTING We can save the settings we just determine to avoid this repetitive work whenever we wan
63. cursors gt until we choose the base record we want to delete by clicking Delete The program will request confirmation of the deletion Name BE Latitud 372 27 4 09353 N Longitud 6 16 34 78168 W Altitud 154 696 Description vertice 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 umerical designation first and then the bases with alphanumeric esignation Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina11 USER MANUAL TOPVIEW EDIT COORDINATES In the new version the coordinates editor has the same appearance for ET both GPS and is this a levantamiento cox a Modificar A adir Borrar PKyD AZyD Area Capas Capa Codigo Ren_Capa ReCalc_OBS Az Lat 246 416000000 242 334000000 239 990000000 232 256000000 257 036000000 644 254 934000000 644 242 166000000 231 250000000 222 392000000 202 342000000 191 726000000 201 754000000 316 906000000 96296000000 359 752000000 d 370795 530 4065534 265 370797 425 4065532954 370805 095 4065541 278 370813 769 4065550 810 370810 326 4065553 740 _37081
64. e to indicate in TopView that Way is BlueT Serial Some PDAs example FC 100 Unitech socket when TopView attends BlueTooth Windows Ce operating system WinCe automatically opens Explorer devices to select a BlueTooth while in others this does not occur example WorkAbout Pro Unitec with Anycom and if we want to change our connection will have to go to the Manager of the Bluetooth to perform this scan and selection Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina54 USER MANUAL TOPVIEW 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 Requested file Bases name of the Base where you Park the instrument height and height of the marker Coordinates X 751000 393 Coordinates and 41531 8 61 Coordinates Z 82 000 Description Height Inst 0 000 If any of the chosen basis did not exist in the basis file we are presented a screen where you can enter the data of the database and decide whether to archive it to the basis file Then it will show us the result of the calculation of orientation Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina55 USER MANUAL TOPVIEW of CONTI to CRUZGORDA azimuth 336 6412 Distance 9040 055m Incr cota 36274 000 m If we choose only to measure and verify we will h
65. ebsites www northsurveying com www topview es E mails support northgps com soporte topview es P gina97 USER MANUAL TOPVIEW Longitudinale Profile There are two ways to determine the dimensions of a longitudinal one is by extracting data from a file of cross and the other taking data directly from field LU Base Currently RICM23 take Points Clear Last Last Change draw Longitudinal Sort data Extract Traversal All options operate similarly to transverse profiles With GPS The difference between E T and GPS in this module as in all the of data collection is the omission of the readings of angles and distance geometric of the inbound Cartesian coordinates from the GPS receiver along with their parameters of Hdop Vdop XY accuracy accuracy in Z etc Be presented us a screen similar to the gathering of the data in taquimetrico in non graphical mode where the coordinates are the parameters characteristic of the GPS Note that the input of coordinates occurs every 0 2 seconds until you press the ESC or ENTER key with what will stop receiving new data to show the coordinates of the moment of pressing The PK and displacement calculation is iterative and as we are going at the same time moving there is a residual error that will be reduced to zero if we stop or if you press ENTER or ESC to stop measuring and recording the data al LonTot Lat 37 33 18 40249 N Lon 6 14 37 49006 W Alt 605 258 Heki o e T 2 000
66. ed platform Calculate PK Profile This option is the calculation of all the tables together resulting in the visual result of the generated section To do this the program prompts an axis a Pk disassemble or fill in each of the banks and the surfaces that you want to draw that they may be all flush embankments subgrade slopes single package of firm Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina24 USER MANUAL TOPVIEW Em TopView M Ptos 2B Pk 0 000 Ratio 2 0 Pk del Perfil Pk EH Margen Izquierda Terrapl en Margen Derecha r Superficie TODAS _Aceptar 18 489 7 235 519 Pie Pk 50 000 D In this graphical display we can move through the points that comprise 1t showing on the top data on this point as it is distance to shaft the dimension the element that defines and the slope of the same Here is an example of a street in a housing development with steely on both sides and parking on the left bank PE 54 808 Ratio 3 8 Composed of the following vectors Vectors of the firm in parking and sidewalks Vector 1 Vector 2 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 2268 0 0922 4 8466 4 154 2 900 LASA HBHH 0 990 AGAR 0 990 HBHH 0 990 ABAH 0 990 Anterior Siguiente Dibujar Lop Set eS p FU F2 APARC ACERADO Ea teria Vectors of the subgrade in parking and sidewalks Bet ll
67. ed to the directory Windows Desktop to have a shortcut to the program from the desktop of the system 4 The program by default used as directory Base that working directories are created on the memory card with the intention of not losing data in case of power failure Storage Card or similar 5 Run the access icon If it is the first time that the application is running it will display all possible key CDs and their serial numbers The program calls for the introduction of the corresponding key to one of the serial number shown If the key is correct it will proceed to load the configuration and displays the main screen where you can see the date and the number of the version that we have installed Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina106 USER MANUAL TOPVIEW CONCLUSIONS This program is designed to work with any Total station and any GPS RTK or static mode to pos proceso so that just by changing the cable that connects the PDA with the used device we can continue using the same data files So we can start work with a GPS and then take the points that could not be taken with this by being close to a building or other reason with a Total station just by changing cable and device selection It is also worth mentioning that it 1s intended to complement programs commonly used in Spain for PC such as Autocad Clip Mdt Istram e Ispol Cartomap Protopo and othe
68. el Vector 1 Vector 2 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 4 2546 6 661 4 6841 6 158 SZAR 0 0922 4 0841 0 760 Brod 0 027 4 841 0 290 ALGAR AAAH Anterior Siguiente Dibujar AO HET teria tap Vector of the surface area of only sidewalks Websites www northsurveying com www topview es Vector 1 Vector 2 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y AHAH 4 154 2 9090 HASE ABAH AAAH 4 0866 0 990 ABAH AAAA 4 0866 0 990 AGAR HAAR Anterior Siguiente Dibujar THR ee HE feeria tap E mails support northgps com soporte topview es Pagina25 Vectors of the subgrade in area of only sidewalks Vector 3 Vector 4 Vector 3 Vector 6 Vector Y USER MANUAL TOPVIEW Brod 0 027 ELH 0 290 ABAH AAAH 4 0466 0 990 ABAH 0 900 Bet Vector 1 4 236 0 990 Wector 2 4 666 4 3900 Anterior Siguiente Dibujar top FU S1 ACERADO EE BD HET feria Here is an example of a clearing with a berm that rises up to change of inclination of slope 1 1 on the outside to 2 1 on the inside Eei lle Vector 1 Vector 2 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y ABAH AAAH 2 566 0 990 HAE 5 4 HBHH 0 990 ABAH HAAR HBHH 0 990 ALGAR AAAA Anterior Siguiente Dibujar Vector 1 Vector 2 Vector 3 Vector 4 Vector 3 Vector 6 Vector Y 16 686 5 688 2 500 0 990 ABAH AAAA 4 0466 0 990 AGAR 0 990 4 0466 0 99
69. ension corresponding to a PK of the elevation showing us the results on the screen Axe Axes Plt Alz caz Pk 505 100 5 Elevated 69 200 Details Required Pending 0 140793 PK Required l 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 is the polygonal that will form the drawing of the shaft A few vertical lines at the points of beginning of the elements that compose the axis straight or parabolic agreement will also be drawn After clicking OK the lines connecting the vertices of the parabolic agreements will be drawn Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina16 USER MANUAL TOPVIEW 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 bankings in the traces You can enter one by one can be automatically generated according to a previously defined parameters and editable by the user or can be imported from the corresponding PC via the import menu program TRONCO RONDA SUR pri A a r Pertt_Der 2000 000 j 2140 000 2160 000 2 800 Header options have the functions already described in other sections of the program Websites www northsurveying com www topview es
70. fig 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 Lat 307 52 40 75746 N Lon 02 29 32 67093 W H 294 160 Ant Base 1 200 Ant Movil 2 000 Datum WGS64 Lat 0 U 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 Repl menu allows setting out different dot structures such as files Sections digital models etc The Shot 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina7 USER MANUAL TOPVIEW In any information screen from a calculation allows us to act on it press Enter to save the data or Esc to di
71. figuration and modify it in order to then also keep it and use it at another time i e from a configuration we can adapt it to other similar team composition Then we will see how you would be the configuration of a team of GPS BASE JAVAD and an electronic book of Topcon s FC 100 connected by cable and GPS ROVER hyper connected by BlueTooth which has the following characteristics Base Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina50 USER MANUAL TOPVIEW Style of Settings ity None Bits Details E Stop Bits fi formatRTK DBEN Y Movil Style of Settings Actions Base Rover Device PDA Radius Tel 4 gt Device Brand Model Todos Los Modelos Style of Settings Bits Details E 7 Stop Bis fi 7 CMR CMR Websites www northsurveying com www topview es Style of Settings Actions Base Rover Port co MO N Via Cable 9 Baud 9600 Parity None M Bits Details 8 9 1 Stop Bre M reset Sensor W DesActivar Sonidos Style of Settings Actions Base Rover Bits Details E 9 Ashtech Type of measurement Epa Height Mascara Be o Ambiguities Medio Multipath Medio E mails support northgps com soporte topview es Style of Settings Actions Base Rover Record Pos Med Readings lao Extract of File Style of Settings Type of measurement C Vertical r
72. gina4 USER MANUAL TOPVIEW 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 0123436814221 Clave 30EP NIOX b DFS then it reads a file called inicia cfg containing the last value of all program variables work directory device height Jalon base height base coordinates etc Then we are asked to confirm the name of
73. he starting point of the elements that compose the axis straight line curve ovoid clotoide will also be drawn Pk Inicial 900 000 Pk Final 5160 637 Points each mts 10 000 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina15 USER MANUAL TOPVIEW EDIT Elevation Axis This option files cannot be created because they are created to create plant file as we have outlined above The name of an existing shaft 1s requested to operate subsequently with him q Pend Sal PK Ini 0 614 177 000 177 Pk Inicio 0 141 171 024 28 8 536 CONVEXO 524 308 a 55 29 333 CONCAVO 4 CONVEXO 1127 047 CONVEXO e 1866180 91317 CONCAVO 2268 533 93 CONVEXO 2310 000 93388 CONVEXO 2397 43 Pk Final Elevation Edit This option allows us to modify an agreement or point previously entered asking the Pk that we want to modify Elevation Delete This option allows us to delete a PK of the elevation Elevation Pk We cannot ask the dim
74. i 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 HLA N We can change from one mode to another by pressing the following keys simply Key N or icon L changes to mode Setting out guidance to North Key M or icon changes to mode Setting out guidance to movement Key B or icon changes to mode Setting out guidance to a Base Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina60 USER MANUAL TOPVIEW We can check the status of satellites and Pdop batteries etc by pressing just the S SB button or icon HEE We can also change the GPS mobile antenna height or point code simply pressing C Het H ile or change the precision tolerances or times that we want to read the point by pressing P 1 Keys and icons described in this paragraph are available in all socket data or layout modules AXIS This option you can rethink any point of an axis of plant elevation camber previously created through its Pk and displacement as well as recording the results of the reconsideration in a backup file The application starts by asking if we want to record the readings in a backup file If we answer that affirmatively will be asked us the name of a file of coordinates other than which we will use to rethink where all the stakeout real data will be stored Then ask us imaging used Then if you want
75. ils support northgps com soporte topview es P gina102 USER MANUAL TOPVIEW Cogo Utilities This section 1s accessed to a series of relatively frequent calculations The introduction of the data is very simple and doesn t need explanation of them The data can be extracted from different files and the results recorded in these u other intersection between two straight intersecton straight circie circle given by three Point circle 2Ptos Radius Az and D to from of 1 Point azimuth and Distance between 2 Point convert of geographical to UTM Book Leveling This section allows the management of files use create delete leveling and the introduction and modification of data containing It allows taking readings radiated from a same position or make continuous changes route In each point taken you can enter a code that will be useful later to identify 1t modify it or delete it Choose the Option Take Readings Show Readings Edit Ultima Readings Delete Ultima Lectura Export to PC Radiando Cotas xj Cota anterior 76 0000 Lectura atras 1 2500 Lectura Adel 2 1250 Cota Llegada 75 1250 xi Cota anterior 76 0000 Lectura atras 1 2500 Lectura ade Lam 25 Descripci n Pto Radiado Aceptar Salir Grabar Links to databases coordinates banded sections and sections type files to extract the dimensions of them to rethink The description automatically enters information point to
76. int to rethink we move toward the intersection of the cardinal axes by placing the WorkAbout North oriented When the distance is less than 0 5 meters book will emit a sound that will be more intense with more fashion we are approaching the point of rethinking The size of the cursor will change between small when it is in high precision medium when it is floating or precision medium and big when is in navigation al RepCoor sag A Esc Begg Ay T Modo Prec dx D 011 gt gt gt E Satel 8 dy 0 112 Nori Prec AY 0 013 dZ 2 997 Subir Prec Z 0 012 Cod Pto 1 Dist 0 1113 Relative Orientation 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina59 USER MANUAL TOPVIEW When the reached distance is less than 1 metre this mode changes to Guidance to the North al RepCoor E E Esc REAP T PA ili Modo Prec Azimut 0 0000 Satel 6 Dist 6 117 Prec AY 0 006 dZ 2 995 Subir Prec Z 0 033 Cod Pto 1 Dist 6 117 Orientation Relative to Base Displays a vertical line from the center of the graphic display and an arrow at the end indicating the orientation towards the Base and a line that rotates and displays the address that 1s to rethink point as well as the distance to travel FM RepCoor SE Esc 0 SZ Ap T A
77. isas with the parameters of the number of the satellite elevation Azimut signal level State of computing EN TopView Esc Ife KZ Ay T Ai D sas B Satel Elevac Azimut Se al Estado 56 103 50 5 U 61 225 52 4 U 2 45 51 4 U 46 160 53 6 U ICONOS Informativos ar A GPS Base U GPS M vil a l s Satellites Radio ON C Radio OFF Navegation Mode Float Mode T Precision Mode i Batery Full Hi Batery Half Batery Low ICONOS y Teclas Activas Esc Escape Key el Enter Key ASE Be LAE Accuracy Times Elevation Mask Satellites Code of Point T Change of height of mobile antenna for GPS The RTK GPS reset Paes G mer J Switch between graphic display and display text in some modules CT Displays the number of point codes and the dimension in a graphical display Pa sl Additional information of a point and association with an image Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina46 USER MANUAL TOPVIEW Zoom Zoom Zoom All Zoom Window SPELP Displays or hides the lines in graphical display The program will be reporting with messages in the lower right corner on the events of the configuration Special mention 1s the configuration of the wireless modem box It specifies the parameters COM communication between sensor and the Radio Each sensor 1s typically a wireless modem with differen
78. ive The Right action can be changed to Left and reflects the lack of alignment of the layout Upload action can be changed to Get off depending on the difference between the real dimension and the dimension to rethink Subsequently offered follow rethinking this point or return to the screen of choice of point to rethink another Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina58 USER MANUAL TOPVIEW Elija una Opcion ISOLATED POINT This option can rethink any isolated point by entering the coordinates manually to rethink as well as recording the results of the reconsideration in a backup file The screens in the application offers are similar to the one explained in the coordinate file layout section GPS These three modules to the module rethink axis the screen are common and the difference between E T and GPS is situated from the option read to Prism Failing that appears the following screen showing increases relative to the orientation chosen as well as a graphical display that shows different graphic entities depending on the chosen orientation Moving to North Samples a Vertical line and other Horizontal Cardinal axes an arrow at the top of the vertical line that shows the North and a blinking cursor that 1s our current position that will change as we move To place the antenna GPS Mobile in the position of the theoretical po
79. mit some sensors during use also is going has allow reset sensor etc in our case for the team that we will configure only offers us the option to reset the Sensor as we see in the image below Antenna Here we will indicate the information relating to the antenna as it is the type of antenna that we are working in addition to the height that is located the mask lifting etc In the next image we see the selection for our example Coordinades here indicate you which will has be the source of the coordinates that will have have the GPS based offering two options Remove middle position with what team measured its position with the number of times that you indicate Once applied configuration sensor offers the possibility of saving measures coordinates Extract file with that applying settings ask us the file of bases that is the basis on which we have parked our sensor Post Proceso It finally offers us the possibility of recording in the sensor information in order to subsequently process it in office You will have to fill in the name of the file of observations and the frequency of recording Parameters of GPS MOBILE Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina52 USER MANUAL TOPVIEW Similar to the configuration of the Base already start parameters that we have imposed by default while the final configuration corresponds to what then we indicate PDA the
80. n E T Only This section is allowed to determine a basis using two or more known Bases whose coordinates are in an existing file and whose result 1s recorded in the same file AAA Nombre Br 1 5 Altura Inst h 5650 Aceptar For a greater precision of data from the new base are asked to take two readings direct and reverse The order of readings is free choice being commissioned to locate exactly the new calculated Base program Elija Opci n x Tomar lecturas Borrar lecturas Calcular The program first calculates the errors between the coordinates read from existing databases and the coordinates stored in the file Error entre Bases Existentes De Base A A Base B Error Dist 0 001 Error Cota 0 023 Aceptar Later shows resulting from the calculation with the bases taken errors Errores resultantes en A B Errores resultantes en B Error AX 0 000 Error x 0 000 Error Y 0 000 Error 0 000 Error Dist 0 000 Error Dist 0 000 Error Cota 0 011 Error Cota 0 011 It then shows us the result to decide whether to save it or not Then he tells us if we want to target the last reading and if we want to archive the data in a file of observations Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina76 USER MANUAL TOPVIEW Reg 4 Nombre C Coord xX 900 005 Coord Y 909 999 Coord a 90 009 Descripci n O
81. nk The image on the right shows both the joint stakeout of a theoretical point without setbacks and the action on slope This action on slope processing movements Horizontal and Vertical that we would have to do so that our position pose above in vector that is below our vertical Therefore these components may change dramatically depending on the vector that this under our focusing on different vectors calculation as we move The size of the cursor will change between small when it is in High Precision medium when it is floating or precision medium and big when is in navigation Also the display shows the differences between the theoretical profile Pk and Pk which is the antenna of the GPS mobile and the differences between the distance to the axis of the theoretical point and the point where the GPS mobile as well as the movement to move to the correct position Movements to be carried out are therefore move forward or backward in PK and zoom in or out of the shaft 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 times that we want to read the point Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina70 USER MANUAL TOPVIEW Includes a new option of Continuous interpolation to be able to rethink any profile th
82. rethink as well a set of them in a very comfortable way because it automatically changes of setting out point as we approach another In Line Points allows both the reconsideration of a Pk and offset any or you analyze our position with respect to the axis formed by two points On the items selected you can define a straight line or an arc between them also a twist on point 1 and also a slope transverse mode of pumping or slope Guidance of 179 to 192 azimuth 63 1499 Distance 30 216 m Radius 0 000 Increase Z 0 813 m Pending 2 689 Radius 0 Traverse Slope 0 000 Skew 0 000 stakeout Pending Transv 0 000 Analyze Accept F az K Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina79 USER MANUAL TOPVIEW A Stake Request a Pk distance to the axis Z transverse and progressive slope on the Pk increase Pk y Separ al Pto 1 Pk al Pto 12 25 Progressive mts 20 000 Separation Z SS Ez A ja T cuan HE Ms 17 640 Norte 22 21 A 256 34 m Pxy 0 010 Pz 0_022 Up 1 159 B Analyze Do not request anything and directly analyzes our position with respect to the line showing the following information la X 213684 58 Y 4161603 63 KTC MI H gt Pk 32 316 D Axe 23 62 256 34 m Pxy 0 015 Pz 0 015 Up 1 770 In Coplanar points after mark three points that define the plane program dra
83. rientar con ltima Lectura lo Borrar Coordenadas This module enables both data collection by way of Tachometric as the reconsideration of previously taken points imported points DXF DWG banded sections sections type surface cuts and others This is the most complete and powerful program The first thing that we need to load when you enter 1s a library of codes which you can edit and develop according to the preferences of the user You can even create several libraries of codes When you open a file with coordinates program does not display the layers containing the file to enable or disable that want and thus accelerate the redibujados la X 213821 83 4161677 54 Esc HS ee kas le a Kel ar ZN C V a j e layers of COX ms SONS H Clicking this icon opens a pop up menu with the following options of Taking Points The Quick takes option allows us to perform a cursory reading of a point Normal Shot option is the same as the previous but taken up once the point always appears a screen where we can change the code height of milestone etc Takes cinematic option allowed by time distance or pulse so walking program you will be archiving points automatically with fashion will go fulfilling defined parameters Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina77 USER MANUAL TOPVIEW Below is an example of how it should be
84. riodic readings of the State of the satellites and Pdop informing of the minimum maximum and read half read offering for the average time 2 Satel View through this screen we have access to information regarding the status of satellites their elevation quality of signal etc Satelites s lista Grafico Glonass Hdop 4 000 we HL Vdop 2 000 T Azimut Elevaci n Se al 3 103 56 50 5 225 61 52 4 45 2 51 4 53 6 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina41 USER MANUAL TOPVIEW 3 NMEA Command GGA Lat Lon AltHdop y _ASH POS Lat Lon Alt Hdop Vdop Mod ASH UTM X Y Z Pdop y 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 See memory Displays the internal memory of the sensor 5 Clear memory Delete the data in the internal memory of the sensor 6 Sound 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 address book 8 Radio Channel We have access to the change of our Gps in some cases also to the frequency channels as well as certain changes in some parameters via radio transmission reception In some sensors as the topcon GR3 plate containing the R
85. rks in Sections Cajedas from the replanteo main Menu To do this the program prompts to check the CAD text entity indicating the Pk profile the vertical line which defines the location of the axis the horizontal line that dimension the text of the dimension reference Lista PKs Pk Perfil AMOO or Pk 0 26807 Marque Texto de PK Walores Pk of Profile Z Referencia Scale H Scale V and then shows this window where you can edit these values and also define the Horizontal and Vertical scale of the drawing in the CAD units and finally requested to check the lines defining the work surface Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina84 USER MANUAL TOPVIEW FAY X 242996 62 Y 4158689 29 H X 242999 03 Y 4158690 98 AA Doo o a Pk 0 280 7 Pk 0 2807 __ _ _ _Q _ P gt P_____ P__o E 30 63 m Marque Entidades de la Superficie E KK m G Pk 280 D 11 607 2 24 382 Cod Polyl inea Starting from here already we can move through the section and rethink any point of it If you press on the icon By access the same menu that we have already explained in the section Menu Repl Sections Fixed Esc pep 4 Repl Point 03 search Fk o with the only difference that the second option is Rethinking point CAD that allows you to mark any CAD entity and rethink it within this environment Is useful in the case of
86. rofile We can do Zoom settings with the pointer etc BN We will have access to a menu of options Stake Point We can rethink the selected point with the cursor from the current base It allows us to mark a setback on the profile of a distance towards the inside of the shaft or to the outside of it that distance to follow a horizontal or one of the slopes of the vectors that are supported at the apex and on this new situation increased dimension It will show us the coordinate of the point to rethink and azimuth and distance from the current database to the selected point In dimension to rethink offers you default dimension that has the point in the file but can directly place a distinct or develop a mathematical expression as 67 580 0 5 which would give the dimension 68 08 to rethink It is quite useful to rethink parallel layers in dimension as the package of firm Desplazamiento Relativos L Increase Z 10 000 Base PK13000 xj Retranqueo 0 000 X del Pto 16272 093 Hacia the Interior Y del Pto 14944 914 with Pending Z del Pto 610 979 ap Load ATAJOS Az Te rico 371 6462 y After taking the appliance reading program informs us of the location of the point taken with respect to the alignment point to rethink with the base and the actions to perform Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina67 USER MANUAL TOPVIEW Esc BZA TI
87. rs Driveways and Verges Upon entering each of the tables there is a menu of identical to all of them is asking us if we want to change add delete view or calculate the result in a particular Pk Pk Arclzq pend Arcizg Calz lzg Calz Der Arc Der Pend_ArcDer 2 4 E 4 4 4 ETE 4 5 P 4 4 On the road shoulders you can specify a slope for that item will be applied provided that the cant deficiency is less than this Walkways will apply the resulting slope of cambers table interpolation If we consult a particular Pk we will get the result of the interpolation in the absence of knowing the corresponding banking in the Pk Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina20 USER MANUAL TOPVIEW left Driveway 7 250 Verge 1 750 Pending Verge 4 000 right Driveway 4 000 Verge 4 000 Pending Verge 4 000 Should take into account that they are also interpolated applicable slopes on the road shoulders and that they will be or not modified by the applicable bankings in the Pk FIRM RIDGE BERMS This table defines the thickness of the firm the earrings of the subgrade the type of subgrade automatic or parallel Ridge the slope of the firm in per one and negative the widths of the berms of the firm and its slope in so many per cent and negative Here we also note the call to a family of vectors in the entries of Plt Fija I
88. rs being able to import of these shafts plant and elevation list of Bases list of coordinates of layout list of sections banded and export Base coordinates transverse profiles profiles etc To be a program developed in Spain the entire program manuals and supplementary programmes for Pc etc 15 written in Spanish and adapted to the usual Hartware and Software environments in Spain Adaptations of the program to import or export files formats will be answered in the shortest possible time Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina107
89. rt northgps com soporte topview es P gina49 USER MANUAL TOPVIEW Setting Styles GPS Only Style of Settings styles of Settings Load Record Delete by Default 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 the totalizad of computers that are currently on the market This fact necessitates that it offers the opportunity to modify all the configuration parameters which sometimes can complicate or slow down the process of the equipment configuration of GPS which due to their complexity makes the number of parameters to configure is greater and therefore the time required to complete the Setup and the required expertise are higher The first setting up our team is a step that necessarily we must be unless they have already configured us we have to tell you all those parameters that will allow for example our electronic book to communicate with GPS GPS send through the Radio Modem information we need every time us To begin with we can split a configuration type that we can apply by default and then modify those parameters that vary in the configuration that you want to use particularly Once this step has been made can save your settings to be used in subsequent works that will be used the same composition of team even when for example you change your address book you can load a previous con
90. rte topview es P gina12 USER MANUAL TOPVIEW You can choose one to 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 A Ares 15115 098 7 Longitud 760 437 TopView in the extension of the files of coordinates is cox This kind of file is not editable from the outside environment of TopView However on leaving the editor coordinates always asks us if we are to generate the file equivalent coo which can be edited with Notepad Excel Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina13 USER MANUAL TOPVIEW EDIT AXIS TOPVIEW allows the introduction of plants importing files automatically manually or semiautomatically When you create a file with plant generated another elevation law one for the left elevation and one for Cambers table that are related to the plant to have the same name but different extensions thus deleting of plant elevation file is deleted and peraltes associates EDIT Plant Axis Shows a table with this structure cejed cpl Rada m F Poli Ft Larga se erna 70 0000 00 0 000 240035 895 4136050 65 000 J 140 831 440114406 4138035 41 N 0 00 240146416 41361246 18 240199318 4138200 066 240 255 388 41318289345 240307564 4138363 700 240334 7 36 4138391417 24
91. rticular PK by clicking on the Search option and select one from the list of all included in the file of Cajeo PKs to rethink Lista de PKs Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina68 USER MANUAL TOPVIEW Stroll through the file We can explore profiles displaying them on screen until the end of the file 1s reached or press ESC Regenerate Display You can clean the screen of points not recorded and displayed in the option of rethinking Change Parameter as the ratio ratio height width and others Change Active Surface We chose here the surface we are going to choose for your reconsideration if we want to change it Take Profile It allows us to take the cross and burn it as one surface more If you know the location of the profile field for example because we have reference stakes at the ends can directly take the points of the profile and save them without having to choose for each reading the theoretical point of rethinking and even calculate the action on slope unless we find chosen previously theoretician point of the foot or head of the talusthen the search taken point vertically which vector should use for the calculation of the action although we are chosen to rethink the taken side point It is undoubtedly a way to quickly and easily take tracking for cubicaciones of the month profile and at the same time indicate the corrections on the sho
92. s In module layout we had already mentioned the existence of the Entity Cad layout option and we did mention the versatility and power of this tool Layers DWG DXF It presents a dialog box that manages the activation and deactivation of layers respecting that existed in the loaded Autocad file Download DWG DXF We discharged the cad file and we be on display with our file format Top View coo cox Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina94 USER MANUAL TOPVIEW Pagina95 USER MANUAL TOPVIEW Transverse Profiles This option ask us first that select file profiles which will record the data that will be taken and then file plant to analyze data Then will appear the following menu M Base RTCM23 7 take Points Clear Last Last Change draw Profle Sort data Options Delete last and modify last operate as in Takes The following screen is displayed after the option to take points Profiles Details Required PK Required 10 000 Separation Axe m 0 000 Increase Tra m 20 000 Skew 10 000 Here we specify the Pk to which belong the points then we will take if we take profile with a generic shift and the increase between profiles that will be added to the current Kyoto Protocol when you come back to this screen easing the process of data collection Skew is a twist that is applied to take a profile not perpendicular to the main axi
93. s Often used to take profiles works of manufactures are not perpendicular to the axis of the trunk but that knowing the angle forming the shaft alignments of the OF and the profile of the intersection with the axis of the trunk skew can take it easily from the trunk After reading a screen showing us the data of the normal to the axis and lateral displacement of the point When the point is not next to the theoretical PK and we do not want to record the result by pressing the lt ESC gt will not record the point and if not lt Enter gt Save the data lt Enter gt lt ESC gt Then the program asks if we want to keep taking points belonging to this profile or on the contrary want to take points belonging to another profile Points can be taken in the order that you want but always to be recorded a point in the profile theoretical otherwise will be recording a point of a profile in the next or previous profile The program automatically sorts the points without the user s request Once decision points will return to the main menu of this module and will delete or modify a point any beginning your selection from the last taken we can draw a profile on the screen in the same way as the module file gt profiles gt draw profile Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina96 USER MANUAL TOPVIEW al Tralot E S E Esc RA T PA Pk 40 Ratio 2 PK a Dibujar Ratio
94. sary their mobility should repeat the process of calculation of differences to correct 3 Ifa work already exists a GPS based emitting differential corrections whose wireless modem 1s compatible with ours and it is information that also emits we can use these Radio signals and those apply corrections from mobile phone even if its coordinates are different from our We will arrive at a picture like this Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina48 USER MANUAL TOPVIEW Lat 37 27 4 09377 i Lon 6 16 34 78161 W Alt 152 904 Hef 10 e Le 2 000 HDOP Pxy 0 018 Pz 0 012 Nuevas Correcciones Nombre BE a T Lat 0 O 0 00024 N Lat 02 0 0 00026 N I Lon 0 0 0 00007 E Lon 05 0 0 00012 E I Alt 1 994 Alt 1 999 EDIT A R Tomar otra BASE mas Also we can manually edit measured data Edit averaging with other base more take another BASE more accept and dispose of the measurement The option at the beginning of Recover history serves to retrieve previous measurements that may be valid especially in case of work with networks of Bases NTRIP Whenever we make a correction is recorded in a file called CorrMovil inf in each directory of work values of measurement together with the name of the base on which it was made the date and time Websites www northsurveying com www topview es E mails suppo
95. scard and exit to a lower level of the application FILE MENU Selecting Files within TOPVIEW menu allows us to select the following options EDITOR OF BASES By selecting this option the following generic menu is shown E fil l ases file ati USE Existing File CREATE New File DELETE Existing File 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 Gepgraphic 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 Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina8 USER MANUAL TOPVIEW aznalc bax TABERNILLA HORNITO mer mamal asss me wo mmzs sass am me aa asia 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 WG
96. ssSectSurf 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 Crosssectsurt 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 This option DTM files are imported for its subsequent reconsideration in field The formats supported are Elije Programa ISPOL CLIP TCP 1PV 3 0 SDR WARIN CARTOMAP INROAD ACS MDW DXF 3DCARA Nota The day of the publication of this Manual only available to ISPOL TCP IP InRoad and import DXF 3dface standard programs CAMBER Table This option cant tables are imported for its subsequent reconsideration in field The formats supported are Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina36 USER MANUAL TOPVIEW Elije Programa SDR WARIN CARTOMAP INROAD ACS MDW PROTOPO Nota The day of the publication of this Manual only available for programs of ISPOL CLIP TCP IP
97. t parameters and different with what will be necessary to go to the equipment specifications or check with the distributor of GPS to know what are Configuracion de RadioModem E Puerto Baudios Bits de Datos Paridad Stop Bits Once it displays the following message Impose latitude longitude altitude Is equivalent to the same previous option but with the difference of the coordinate rather than removed from the Sensor is extracted from a file This coordinate should not distance more than 50 metres from the autonomous position sensor calculated for the area because otherwise the Base would not send corrections spreads to mobile or 1f the mobile sends them to discard them Some sensors are even more stringent and the imposed coordinate should be next Mobile Sensor Set This option tells the sensor that should act as a receiver of differential corrections and to do this we must indicate the communication parameters series for the wireless modem in addition to the mask lifting height of antenna satellite etc Corrections from Mobile This option allows us to place GPS Base anywhere extract position Media and continue using the geographical coordinates and the SCL we already have without having to re read these bases and return to the SCL setting Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina47 USER MANUAL TOPVIE
98. t to work with the same computer PDA etc To do this on the actions tab offers us the option to record the basic configuration and mobile in the same file whereupon in the successive times that you fence to be used only will need to load the saved configuration and apply it without changing any parameter In our case we ll put it under the name of Hiper Plus FC100 being a hyper team along with the FC 100 notebook configuration both of topcon APPLICATION SETTINGS Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina53 USER MANUAL TOPVIEW Once we have defined which will has the setting of each of the sensors and have kept it will spend to implement it with the tab actions offers us the option to apply those settings to each of the sensors this must be connected each to the PDA which can be simultaneously for this reason we will begin by connecting the PDA to the sensor base to then apply your setting when we apply the settings on any computer will has set communication between the sensor and the PDA In the case we are discussing using Bluetooth there is an intermediate step that is going has allowed to communicate via Bluetooth for this reason when you apply the configuration appears to us a window that offers us the possibility to select the name of the sensor with which we want to communicate although there is also the possibility that does not appear any team even that
99. this way we will make a quality control and we know also the area already taken and marked It also allows the reconsideration of an exact node with only indicate the number of the same We are 1n this case rethinking the coordinates x y and z of the node A restatement of line selected the points of a digital model is also incorporated In this case our real position on the line is parsed but the layout dimension is referred to the theoretical dimension of the digital model in the position in which we find ourselves at all times Ha 2 HE E Pay Y Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina63 USER MANUAL TOPVIEW Include a number of new icons whose functions we will explain Sr f 1h s AS Y It displays a context menu where you can Stakeout DTM at any point in the digital model we will have the increase in elevation relative to the same The triangle where we are located is highlighted in red Stakeout node It would be the same to rethink any point but in this case it is a node of the DTM Stakeout point on line Allows you to mark two nodes of the DMT and analyze our position in plant on line to mark triangle of the DTM and the difference in dimension to the triangle Load Axis We can load an axis and draw it next to the DTM Being loaded shaft to attend the Rethink DTM option automatically our situation with regard
100. to the same analyses and to mark the triangle of the DTM where we are located and the difference in elevation to the DTM The axis of elevation is not used for anything USE 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 Catch Coordinates Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina64 USER MANUAL TOPVIEW Calibrar Imagen Picar 1 Pto de Imagen Picar 2 Pto de Imagen Picar 1 Pto Real Picar 2 Pto Real Calcular Calibraci n L p CK KE E K G MB 7 O A ai E a a R p i s N 1 i i EE a g h m Bim nad h l ce a r 4 I 4 Fri 1 Z th H E L be e y E gt LU a w diis p d r R 1 i E z F j T d N lt x g i Use DWG DXF This is an option that we can load download in the format exposed autocad drawings and can also activate deactivate layers for display or not 0 O cruz O HOJAS 050326 BORDILLO Al AAA RS 3 O 040127 4LAMBRADA A RS CI 090100 REGISTRO_LINEAL las rs Wee l 2 080104 FAROLA 050327 4LCORGQUE Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina65 USER MANUAL TOPVIEW SECTIONS FIXE
101. try of the work and if not we can verify where the differences are and evaluate them Once we decide that it is completely defined we can delete files sections banded and free up memory for other purposes Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina73 USER MANUAL TOPVIEW MENU TOMA The options that are present in this Menu cover most of operations involving a field or a subsequent analysis of the same data socket Featured Base Destacado This section may highlight or put a new base from the base where this parked the instrument adding the registration in a designated base file Nueva Base BR 55 X X del Fto 16411 4771 Y del Fto 14885 0541 Z el PEs Eila S50 C digo junto a caseta de obr Destacado de Estaci n PKI2000 A Nueva Base lbr 55 Descripci n unto a caseta de Obre Altura Prisma h 5 Aceptar It should be noted that for a greater precision of data from the new base are asked to take two readings direct and reverse Compensated readings can be recorded in a backup file together with their coordinates as if it were a file of Taquimetria Error Azim 0 0005 q Error Cen 0 0000 g Error Cota 0 000 m Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina74 USER MANUAL TOPVIEW With GPS It begins by asking us if we want to take the bases in XYZ
102. ulders of the slopes Geometric Leveling This option is designed to use a conventional geometric level with your eye and based on the data we have in Software to rethink any point of the section without 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 the of data collection is the omission of the readings of angles and distance geometry by incoming coordinates from the GPS receiver along with their parameters of Hdop Vdop XY accuracy accuracy in Z etc Next to this difference also highlight that the input of coordinates occurs every 0 2 seconds which continuously updates the cursor that represents the location of the GPS phone with which we can see our position with regard to the section s work and move towards the point desired in a graphical way Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina69 USER MANUAL TOPVIEW Esc HLA M Ptos 16 Pk 10 297 007 Ratio 2 0 Pxy 0 021 Pz 0 013 Cod erPk 2 109 enLH 857 aad 843 The image on the left shows the reconsideration of a recessed 1 meter towards the outside point following the slope of the previous item and without any increase in additional dimension The red line shows the way to continue between our position and the position of the point we want to rethi
103. umber of readings taken satellites and Hdop and Vdop read parameters until you press the ENTER or ESC key Then it will display the result of the average read and imposed it to receiver offering also the possibility of recording the WGS84 geographic coordinate and the Datum used for Cartesian coordinate Both in this module as others recorded geographic coordinates are always referred to the Datum WGS84 It is very important to know this last to not make mistakes in calculations or subsequent transformations e g using another specialized program HE TopView E DX Esc IR 25 A Hi 36 38 10 96588 H Lon 6 14 46 23114 Y Alt 74 498 Resultados del Sondeo Lat She eer Alesse eo ts d l HDOP 3 0 VYDOP 1 0 Lon 6 ld 46 24228 W H Lecturas 123 Alt 74 340 Nombre BASE x Datum 745224 4870 X 746224 765 Y Datun 14058134 3250 _ Y 4058134 292 Z Datum 74 9400 74 498 Descripci n In any screen like this in which has has established communication with the receiver and you are reading coordinates we can press the key s or on the icon and a Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina45 USER MANUAL TOPVIEW screen that displays icons indicating If the receiver is to either Base or mobile If the radio modem is receiving If you are in navigation mode or in floating precision the Hdop Vdop and finally a list of satellites v
104. ws the triangle making up the three points and sample our position at the same time that calculated the increase to touch the plane because we are inside or outside the same Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina80 USER MANUAL TOPVIEW In these last three modules if we have a drawing of loaded autocad dxf dwg we would have also the option of chopping the draft entities as shown in the image FH X 224180 46 4142586 49 Opciones N del Pto Picar en Pantalla ha gt Picar en DXF DWG in File Bases the program requests the load a file of Bases and runs a Zoom Extension to display all on screen After request we slice bases we want to rethink and now behaves identically to the isolated point layout The drawing of the bases is different from the working points in which are crosses of larger size with a box in the Center IABERNILLA Opciones HERUZGORDA HHORNITO 207 Hits pi pBE sra 19235 21 m Axis Stake Out allows you to load and drawn of a shaft together with all other entities requesting after selection the Pk and displacement you want to mark The behavior 1s similar to Isolated point layout The arrow indicates the direction of our movement Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina81 USER MANUAL TOPVIEW File Elevation Details Required
105. yze Pto Axis performs an analysis of any point taken by us or the cad file loaded to the axis which asks us to select and the result presents it to us this way Add Ptos Axis We have the possibility here to create a new axis by clicking taken points points of current cad drawing or cad entities and combinations of these options You can also choose an existing shaft and add to the same new elements this way Websites www northsurveying com www topview es E mails support northgps com soporte topview es Pagina90 USER MANUAL TOPVIEW On Off Layers It shows us in a form existing in our rising layers to be able to activate or deactivate them in terms of viewing Layer Management It displays these options whose meaning 1s clear Websites www northsurveying com www topview es E mails support northgps com soporte topview es P gina91 USER MANUAL TOPVIEW This icon displays a menu of tools for common calculations la X 21388146 Y 4161468 84 Az Distance Pol Calculate surfac Inters straight Int straight circle Circle 3Ptos Circle P R Az y Distance It enables multiple common gallstones in which coordinates are extracted from the chopped points on screen and the results can be recorded in the current file The coordinates of the chopped points can be edited and changed before the final calculation without altering database Y Ftol lose S066 X Ptol OE

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