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standard survey 800

1. Din E E So UJ U U Q EH O d H Op Q F Alignments AL Alignments are uploaded as elements and must start with the START definition which includes the starting chainage and a coordinate The elements are PT STRAIGHT ARC or TRANSITION The general format for each record is KEYWORD nnnn nnnn nnnn where START chainage easting northing STRAIGHT bearing distance ARC radius length SPIRAL radius length PT easting northing radius Al A2 Al A2 clothoid length Ex 1 START 1000 000 8 8888 199 1200 STRAIGHT 25 0000 48 420 SPIRAL 20 000 20 000 B 6 Standard Survey 800 Appendix B Data Format ARC 20 000 23 141 SPIRAL 20 000 20 000 STRAIGHT 148 3000 54 678 Ex 2 START 1000 1050 1100 PT 1750 1300 100 80 80 PT 1400 1750 200 PT 1800 2000 G Vertical Curves VC Vertical curves are uploaded as IP s and require chainage level and curve length Starting and ending curve lengths should be zero The format is chainage level length e g 1000 000 100 000 0 000 1100 000 125 000 50 000 1250 000 100 000 60 000 H MOSS Raw Format e g SURVEY D J0119A 017 DMS 190 DECR 0900000 180 9000 1000 000 1000 000 0 000 200 9000 9001 SDVA 3595958 1 600 1 000000 201 PT01 0103620 14 194 0870623 0 000 1001 201 PT01 1333115 10 386 0880200 0 0
2. LIMIT 5 COUNT 4 B C C 3 ETX CR LF EX TOPCON 00001 000000100000 000017S068 B C C Refer to How to make a BCC in the following chapter Each information will be set to data collector if uploading to a FC 5 But these are ignored and never affect the current job status of the GTS Data Block n Total 128 bytes Refer to Appendix B Data Format End Block STX EOT ETX CR LF EOT 04H A 6 Standard Survey 800 Appendix A Interface A 7 How to Make a BCC Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 Example Treat each character as 8 7 bit ASCII code Make bitwise EXCLUSIVE OR of the BCC initially which is NULL code ASCII 00H and the first character Regard the result as the next BCC used Make bit wise EXCLU Repeat step 3 to step 4 Convert the result 8 7 SIVE OR of the BCC and the next character until the final character 1 e Block NO is operated bit code to 3 digit number If there is 013468AE each character of the data is represented as 8 bit ASCII as follows 0 00110000 Piles 00110001 oe 00110011 4 00110100 6 00110110 8 00111000 A 00100001 pr 00100101 Making bitwise EXCLUSIVE OR of NULL code and the first character 0 results as follows NULL 00000000 pr 001 4 0000 The
3. Y Y sin h H Er un AY AY AX BAX E H 2h H ZK H 2h H ZK EE H Standard Survey 800 Menu Structure Diagram Menu Structure Diagram SETUP SetUp JOB Create a New Job Open an Existing Job Delete a Job SYS OPTN System Options JOB OPTN Job Options _ SCALE Scale Factor TEMP PRES Temperature and Pressure Input XFER File Transfer SEND Download a file to serial port or data card RECEIVE Upload a file from serial port or data card PRINT Print reports to serial or parallel printer or data card PORT Set serial port parameters Standard Survey 800 RECORD EDIT Record Data Edit Files OCC PT _ RAW Occupied Point Input Edit raw data Resection Station Elevation POINTS BKS PT Edit coordinate data Enter backsight point PT LIB Multiple BS Edit fixed Points BS OBS Backsight observation CODE Multiple BS Edit code library FS OBS L CUTS Foresight observation Confirm cut fill data SS OBS Side shot observations Record Offset PTL X SECT Record cross section observations PROG Programs SET OUT Occ Pt and Bks Pt Point Setout String Setout Alignment Setout Cross Section Setout ROADS Define Horizontal Alignment Edit Horizontal Alignment Define Vertical Alignment Edit Vertical Alignment TRAV Traverse adjustment COGO Intersection Inverse Area calculation Radiation MLM BUILD Bat
4. Recording Options b FEET The unit of distances is feet and decimal feet Coordinates are stored unitless and calculated from the actual distances measured Angles This specifies the units used to display and download recorded angles Angles are stored internally in degrees for calculation purposes and may be displayed or downloaded in either unit regardless of the units used in measurement a GON Angles are displayed and downloaded in grads in the format GGG GGGG Manual entry must be entered in this format also b DEGREES Angles are displayed in degrees minutes and seconds with the format DDD MMSS Manually entered angles should be entered in this format Prompt Bks If the prompt Bks option is ON the user is forced to enter a backsight point after each new occupied station before a foresight or side shot can be taken XYZ File Coordinates may be automatically calculated and saved when you measure H V SD or H HD VD mode If you intend downloading coordinates adjusting a traverse or to use the computed backsight bearing to set the instrument then this option should be ON a ON Set this option to ON to compute and save coordinates b OFF If you do not wish to store computed coordinates set this option to OFF If the XYZ option is OFF coordinates for occupied stations are not required Save Setout Coordinates of points that have been setout may be saved for printing in the CUT FILL report This report lists each poi
5. Standard Survey 800 16 7 Batterboards 16 8 Standard Survey 800 Tape dimensions 17 Tape dimensions Tape dimension is a program which integrates surveying using a total station and a measuring tape This program is especially useful when a quick survey of an object is required It is assumed that all angles of this object are rectangular me Reference line gt gt a ode eene El TATI ae Example of measuring an object using TAPE DIM Two corners of the object are measured using the total station and a reference line is defined Next the other sides of the object are measured using a measuring tape When the last side is measured the closing error can be shown Select TAPE DIM from the BUILD menu B BOARDS TAPE DIM First a reference line should be defined Enter the number of the first reference point and press ENT key Ref point 1 Standard Survey 800 17 1 Tape dimensions If this point is not known the SS OBS screen will be shown and the point must be measured Next the number of the second reference point should be entered and ENT key should be pressed Ref point 2 If this point is not known the SS OBS screen will be shown and the point must be measured The reference line has now been defined Now a line which starts at reference point 2 and which is perpendicular to the reference line can be measured using a measureme
6. CANCL F5 gt Return to menu without download Standard Survey 800 2 5 General Information 2 6 Standard Survey 800 Getting Started 3 Getting Started 01 31 95 16 32 34 Mem Comm Adj Para O O CO Cy C C Fi F2 F3 F4 F5 F6 Select Prog icon F1 from the GTS 800 start up menu Programs F1 STDSVY8 p F2 BS F3 STORE F4 REM E EE O gt EA Fi F2 F3 F4 F5 F6 The program list is displayed The list is not always the same as in the figure Select STDSVY8 to start the Standard Survey Software 800 SIA RECORD EDIT XFER PROG Job Name DEFAULT SYS OPTN OCC Pt JOB OPTN BS Pt SCALE FS Pt TEMP PRES SS Pt Space 249344 O O CO Cy C C Fi F2 F3 F4 F5 F6 When you start the Standard Survey Software 800 for the first time the current job will be called DEFAULT You can record into this job or you can delete it after creating a new job Create a new job by selecting JOB from the SETUP menu then NEW Enter the new job name A valid job name consists of up to 8 characters alpha numeric Standard Survey 800 3 1 Getting Started Enter the job description surveyors name and instrument identification Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings Select JOB OPTN to set the recording options f
7. ENT key and the program computes the new chainage and bearing and returns to the main alignment screen Continue entering elements to define the alignment Press ESC key to exit to the menu To make changes to a previous element you must go to the edit alignment option New elements can only be added to the end of the file STR Straight SETUP RECORD EDIT XFER iise e Bearing 0 0000 Distance AAA Oo Ooo AS EOS MEA F1 F2 F3 F4 F5 F6 A straight consists of a bearing and distance The exit bearing of the previous element is shown as the default bearing Enter a new bearing if you want to change it Enter the distance of the straight line Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings 14 2 Standard Survey 800 Roads ARC SETUP RECORD EDIT XFER Mel de d Radius Arc Length 15 0008 Arc Length Radius ARC ED CD HE CD ME MES Fi F2 F3 F4 F5 F6 An arc consists of the radius and arc length A positive radius is to the right and a negative radius is to the left Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings TRNS Transition Arc N SETUP RECORD EDIT XFER lee e Se
8. Enter the job details Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings The new job will become the current job If the job name already exists the message Job Already Exists is displayed Select OPEN option to see a list of current jobs before creating the new job if you are not sure which jobs currently exist Standard Survey 800 5 1 Job Files amp Job Creation NOTE The GTS 800 can record a maximum of 304 files in the internal memory When a JOB is created the Standard Survey Software 800 creates more than 5 files automatically When the cross section data set out data alignment data and so on is created more files are added to the job If more than about 30 JOBs are recorded you may not be able to create anew JOB In this case create a new JOB after deleting a JOB which is not necessary any more 5 2 Open an Existing Job Select OPEN from the file menu SYS OPTN KOHN JOB OPTN DEL SCALE TEMP PRES The file display lists all the files stored in the internal memory The current job is displayed at the top of the screen Sua RECORD EDIT XFER PROG Current Job DEFAULT DEFAULT Select Job Use or y keys to move the hi light bar to select a file to open Use Y to scroll through additional pages When the required job is highlighted press ENT key to make the
9. F5 is labeled TRACK a distance will be measured in the repeat mode The F5 key will toggle between TRACK mode and SNGL mode SNGL is single measurement mode 16 6 Standard Survey 800 Batterboards A B DI A Two setout points SI and S2 are selected and one side of the batterboard is measured BB1 An approximate distance D1 is shown B The position of the pole is changed according to the value of DI and a measurement is performed The distance D1 is now precise This process has to be repeated until D equals zero in order to find the intersection point NOTE 1 After the first side of the Batterboard has been measured and S O has been selected it is assumed that the orientation of the batterboard is perpendicular to the line connecting the two setout points The distance D1 is calculated using this assumption Next a second point on the batterboard is measured From now on the distance D1 will be calculated using the correct orientation of the batterboard D1 will now be more precise 2 The error message Invalid value is shown if the batterboard and the line connecting the two setout points are parallel 3 The coordinates of the calculated intersection point are recorded in the coordinate file The number of this intersection point is compared to the highest existing number incremented by one
10. NKA2 NIp1 D cos a EKA2 Epp D2 sin a2 Bearing from IP1 to IP2 gt a2 322 07 30 1 NKA2 1300 182 468 cos 322207 30 1 1444 032 m EKA 1750 182 468 sin 322 07 30 1 1637 976 m 10 Calculation of coordinates BC EC which is ARC IP1 IP2 EP Arc length CL R IA IA 95 52 11 there fore CL 200 95 52 11 pay 334 648 m Tangent Length TL R tan 200 tan I 221 615 m Each coordinates are computed Ngc IP2 TL cos ay EBC P2 TL sin a1 NEC P2 TL cos a EEC IP2 TL sin a5 OI bearing from IP1 to IP2 32207 30 1 a2 bearing from IP2 to EP 57 59 40 6 Ngc 1750 221 615 cos 322 07 30 1 1575 068 m EBC 1400 221 615 sin 322 07 30 1 1536 058 m Ngc 1750 221 615 cos 57 59 40 6 1867 456 m EEC 1750 221 615 sin 57 59 40 6 1587 929 m D 6 Standard Survey 800 Appendix D How to Calculate Road Alignment The coordinates and the distances are calculated below EP N 2000 N 1867 456m E 1800 E 1587 929m N Bearing 57 5940 6 Arc Length 334 648m N 1444 032m N 1575 068m BC Ge E 1637 976m Ge i Clothoid Length 64m Bearing 322 07 30 1 KE2 Arc Length 131 353m Bearing 74 03 16 6 KE1 T KA1 Clothoid Length 64m N 1249 872m N 1100m E 1574 553m E 1050m Compute the length of straight line straight line BP KAI J 1249 872 1100 000 1574 553 1050 545 5
11. 08 99 09 17 09 STN 1 1 500 STN ER 1001 1 500 BLDG 01 SD 0 0000 84 4650 9 746 ER 1002 1 500 BLDG 01 HD 0 0000 9 707 0 887 ER 1003 1 500 BLDG 01 SD 0 0000 84 4650 9 747 SS 1004 1 500 BLDG 0 CTL CL SD 359 1740 84 4650 9 747 ss 1005 1 500 NS SD 359 1740 84 4650 9 747 ss 1006 1 500 NS HD 359 1740 9 707 0 887 Standard Survey 800 Appendix B Data Format Uu cor tuU tu zZ nr al We Di H nananannnnannonaana a LJ AN Ei Go Om TU Y GTS 800 2 1 500 NS 179 1740 84 4650 9 747 2 1 500 STN 1007 1 500 TREE 0 0010 84 4910 9 750 0 000 0 349 0 000 1008 1 500 PATH 01 359 5950 84 4720 9 750 1009 1 500 PATH 01 359 5950 84 4720 9 750 1010 1 500 PATH 01 359 5950 84 4720 9 750 1011 1 500 PATH 01 FENCE 02 359 5950 84 4720 9 750 v3 5 TEST2 SET COLLECTION Hi UJ Qo Hj oni om om oni on om 0 Hj D sr IT U RR UT TARA Un TU y Um oe CO FRED GIS 7 M D 1 1 500 STN 2 315 0000 0 2 1 500 344 0620 86 3 101 1 500 STN 102 1 500 STN 103 1 500 STN 104 1 500 STN 104 1 500 STN 263 4820 275 103 1 500 STN 216 1430 272 0000 810 7 0610 85 2210 9 914 5530 34 215059 102 1 500 STN 187 0650 274 101 1 500 STN 145 3520 271 313059 151055 1000 000 1000 000 100 000 325 3420 88 4750 5 275 36 1350 87 3800
12. 10942m08810034 2755858d 00010936 054_ NSO 00003366m09523304 3265752d 00003351 063__ FAOO3_ 00006913m0894549 0420820d 00006912 Standard Survey 800 Appendix B Data Format L GTS 6 Coordinates Format GTS 6 coordinate input and output is the same format Refer to the GTS 6 interface manual to confirm details The format of GTS 6 is the same as FC 5 coordinate input _ A001 _ x 001010876_ y 001001139_ z 000100349_ A002 2X 001001826 y 001002809_ z 000099683_ A003 x 000995361_0121 y 001005126 2z 000100028_ X1000 _ x 001000000_ y 001000000_ z 000100000_ X1001 _ x 001000000 y 001010000_ z 000100000_1071 M FC 5 Raw Data Format The format is the same as FC 5 selected data format Refer to the FC 5 interface manual to confirm details _ SAMPLE_ SOMEONE_ GX0021_ 06 01 95_ 24C_ amp 990HP_ X1000_ _ 1 20 0_ A001_ a 2755858d_ b0881003d c 00010942m_ NS001_ 1 200_ A002_ a 0006 3265752d_ b0952330d c 00003366m_ NS001_ 1 200_ A003_ a 0420820d_ b0894549d c 00006913m_ NS001_ 1 200_ 1002 N FC 5 Coordinate Format The format is the same as FC 5 selected data format OutPut _ BS_ 012500000m_ g 011500000m_ h 000050000m_ PJ1_ 012000000m_ g 011002106m_ h 000049970m_ PJ11_ 012000000m_ g 011002106m_0063 h 000049970m_ PJ12_ 011994478m_ g 011004703m_ h 000050025m_ PJ13_ 011990588m_ g 011003698m_ h 000049863m_ PJ2_ f 011994476m1051 _ BS_ x 012500000m_ y 011500000m_ z
13. Alignment The road alignment set out program can setout the alignment including straight arc and spiral transition NOTE 1 Road alignment data can be uploaded from NS 10 PC or can be entered manually Cross section elements are uploaded from PC only 2 Both road alignment and cross section data are managed by chainage 3 Though SAVE SETOUT is ON the data can not be printed out and will not be stored 4 One Job name for one alignment can be registered You may create different job names for many alignments Standard Survey 800 D 1 Appendix D How to Calculate Road Alignment 1 ROAD Alignment Elements There are two ways to enter the alignment elements 1 Upload from NS 10 or another serial communication package 2 Manually entered on the GTS 800 How to enter the Alignment data is explained below EP EC IP2 N BC KA2 KE2 IP1 E KE1 BP KA1 point North Fast Radius Transparameter Al Transparameter A2 N E clothoid parameter clothoid parameter BP 1100 0000 1050 0000 IP1 1300 0000 1750 0000 100 0000 80 0000 80 0000 IP2 1750 0000 1400 0000 200 0000 0 0000 0 0000 EP 2000 0000 1800 0000 An Element of Alignment Straight Bearing Distance Radius Length of Transition Radius Length of Arc North East Radius AL A2 NOTE When uploading from PC or by entering PT option you do not have to calculate the Parameter D 2 Standard Survey 800 Appendix D How to Calculate Road Alignment e
14. Files to the GTS 800 GPT 8000A HECEIWNEI 11 4 Regele 11 6 1122 Point Betis M 11 6 11 2 3 Code Library re ee 11 7 11 2 4 Horizontal Alonments Ann 11 7 112 5 Vertical ANGMINGING nilo iia 11 7 11 2 6 Design Cross Sections EE 11 8 11 3 Printing Files esse energie 11 8 1123 1 RaW Dala O o ee a 11 9 11 3 2 Coordinates unn 11 11 RE Ee A EE 11 12 11 3 4 Horizontal Alldnments EE 11 12 11 4 Communication Port Parameters Au 11 14 EE 12 1 TV Occ Pt and BKS EE 12 3 122 Pont A E M M E 12 4 1 2 Standard Survey 800 123 Strg SE TEE 12 8 12 4 Alignment STOW EE 12 9 12 5 Cross Section ii ee ke 12 11 ES ee TEE 12 13 13 Traverse Adjustment AAA 13 1 A O RU 14 1 14 1 Define Algnment AEN 14 1 14 2 Edit Alignment EE 14 5 14 3 Define Vertical Curve dido 14 6 14 4 Edit Vertical CGume nennen nennen nennen nnne 14 7 Ure C ita 15 1 TS ANMATEES CCTOM MR TIEN 15 1 15 2 4 Boints Intersection EE 15 2 A cc cc 15 3 KE E E 15 4 15 4 1 Area using specified points AEN 15 4 15 4 2 Area using code A heat nS herrea O 15 6 O A EEE 15 7 15 6 Missing Line Measurement AEN 15 8 a Le O dto deoteb tb a 16 1 16 1 Batterboards using two sides nn 16 3 16 2 Batterboards using one aide nn 16 6 17 Tape dimensions sance 17 1 18 Monllor arts ur 18 1 Appendix A Interface oooooononninicnnncccccncononconannannnnononnnnos A 1 A 1 Serial Interface als A 1 A 2 Parallel Interface Cable A 2 A 3 Cable Comme Chinas mem A 3 A4 Com Port Stat S ieina
15. GTS stops sending after receiving X OFF characters and start sending rest of the data after receiving X ON from the PC When all the data has been sent GTS sends EOT 04H to terminate sending Computer Select RECEIVE POINTS or RECEIVE PT LIB in the GTS application menu and GTS is waiting for the data from the PC If X ON X OFF is selected for protocol the PC stops sending after receiving X OFF characters and start sending rest of the data after receiving X ON from GTS When all the data has been sent The PC sends EOT 04H to terminate sending NOTE The character X ON X OFF and EOT are sent without CR or LF characters A 5 Appendix A Interface Upload Data FC 5 Format GTS Computer lt Info Block1 Select RECEIVE POINTS or RECEIVE PT ACK NAK LIB in the GTS application menu and GTS is Info Block2 waiting for the data from the PC ACK NAK gt The computer should stop sending until ACK is lt Data Block1 sent from the GTS If NAK is sent the computer should resend the same block again lt The last Block When all the data have been sent GTS sends end ACK NAR gt block to terminate sending lt lt End Block Info Block 1 ISTX F 0 0 F 0 0 O ETX CR LF STX 02H ETX 03H CR 0DH LF 0AH Info Block 2 STX PLACE 10 ELEVATION 5 SCALE 8 ACCURACY 4
16. Library PT LIB EE 4 2 5 Job Files amp Job Creaton nn nennen 5 1 5 1 Create a NeWJOD EE 5 1 5 2 Open an Existing Job o ee D dd edd red dU NEAR UN NEAR 5 2 5 3 Delete a dob ica box b clas A educa eds cr IEEE 5 3 6 Recording ee E 6 1 6 1 System DOpIOHSISYSOPTN nee 6 1 6 2 Job Options JOB OP TNI rennen ee ee 6 4 63 Scale Factor SCALE EE 6 6 6 4 Temperature and Pressure Input TEMDIDREG 222000 6 8 7 Occupied Point Details nennen 7 1 7 1 Occupied Point Input Gcreen EE 7 1 TEEN TARO em 7 2 7 1 2 ELEV Station Elevation EE 7 7 7 2 Backsight Point Input Screen ENEE 7 7 a lee UE elle een EE 7 8 7 2 2 Multiple point backsight ee 7 9 Standard Survey 800 1 1 Introduction 8 Recording Measurements ccccococononocccononnnncononononnnnnnancnnns 8 1 8 1 Back Sight Observations BS OB 8 3 8 2 Foresight Observations FS OB 8 4 8 3 Side Shot Observations SS OB 8 6 8 4 Adding String GODIFOl sao ara ias 8 13 E 8 14 9 Cross Section Surveys ocococcnonononnnononnnnnnnonononenoneninineninos 9 1 10 Editing Data nannten 10 1 A ee ee 10 1 IA ed eh 10 2 10 3 Fixed Point Data PT LIB uniera 10 4 10 4 Code Library CODE coccion aaa ee aa 10 4 10 5 Cut Fill Dated U EE 10 7 TURIE Trastero atada lidad 11 1 11 1 Downloading Files to a Computer SEND ooooocccccncccnococcccccncconanannannncos 11 1 TVA aw EE 11 2 VTS Tv SOOM E 11 2 1121 3 OXF Format Files EE 11 3 RSR GUIS All naaa aaa 11 3 a Bee e 11 3 11 2 Uploading
17. MOSS GENIO files from stored coordinates MOSS genio files can also be uploaded for setting out Both traverse and detail raw data formats can be generated Code and String When recording for MOSS output the string code is made by combining the point code and the string number and the string control screen can be used to enter fields 1 amp 2 By default a 201 minor option record is generated for each observation in a RAW data file with empty fields for field1 and field2 To change the minor option enter the required code into the control field Fields 1 amp 2 will be included when a control field has been entered Pcode2 is used to enter fieldl and String2 to enter field2 OCC PT and BKS PT A 180 record is generated for occupied points and backsight points when an XYZ record is present in the raw data This occurs when the coordinate was entered manually or was extracted from the fixed point library This will be for the first occupied point and any unconnected occupied points SS OBS Side shot observations generate 201 records by default However if 202 is entered into the string control field a 202 record will be generated Field 1 of a 201 or 202 record can be entered in the pcode2 field of the string control record and field 2 can be entered in the string field BS OBS and FS OBS Backsight and fore sight observations generate traverse records and if used the output will be in traverse format The occupied point rec
18. Radius 20 O Radius Le Spiral Length 100 Radius Straight Arc _ eS SS Sas nn E Transition F1 F2 F3 F4 F5 F6 A transition consists of the spiral length and minimum radius A positive radius is to the right and a negative radius is to the left Whether a transition is an entry or exit spiral depends on the previous element If the spiral follows a straight then it begins tangential to the straight and ends with the minimum radius If the spiral follows an arc it begins with the minimum radius If a spiral follows a spiral then the direction is the reverse of the previous spiral Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings Standard Survey 800 14 3 Roads PT Point PT 14 4 SETUP RECORD EDIT XFER Sie Cami Z ap a Clotnoid parameter A2 East 1100 000 North 1050 000 Radius 20 000 A1 80 000 A2 80 0000 Previous PT Next PT Oooo o3 2 ES Point F1 F2 F3 F4 F5 F6 Clothoid parameter A1 A point element consists of coordinates radius and clothoid parameter A1 A2 The bearing and distance from the previous element are calculated If radius is entered an arc is inserted with the specified radius If clothoid parameter A1 or A2 is entered a clothoid is inserted between straight and arc with the specified length Press ENT key to
19. aneas ianei aneis ianei aneis aneii ianei A 3 A 5 Date Out E tete A 4 A 6 Communication PDrotoco A 5 AT How to Make a BO a A 7 Standard Survey 800 1 3 Introduction Appendix B Data Fommat B 1 Appendix C Instructions for Recording MOSS C 1 Appendix D How to Calculate Road Alignment D 1 Appendix E Resection calculations E 1 Menu Structure Diagram essen 1 1 4 Standard Survey 800 1 Introduction Main features of Standard Survey Software 800 lt lt For GTS 800A users gt gt The MONITOR function of GTS 800A is more comprehensive than that of the GTS 800 See chapter 18 for details Multiple Job Files Standard Survey Software 800 uses named jobs with separate files for raw data coordinates and strings The jobs are given alpha numeric names with up to eight characters You may have many jobs on the system You may create a new job for storing data or you may open an existing job for data storage The currently selected job is used for storing observed data You may also delete job files Traverse amp Topographic Recording Sequences Backsight and Foresight observation options allow users to record traverses or sets of multiple observations in any sequence Multiple observations of foresights and backsights are averaged dynamically A side shot option allows single key collection for topographic surveys Traverse and topographic col
20. as the RAW of the EDIT menu See 10 1 Raw Data c CTRL This function activates the control screen and allows you to enter a string control or additional code for a point The control string and additional code relates to your personal computer software package d OFFS Select OFFS to add an offset to the recorded observation To record an offset observation first use the MEAS to record the target position Do not press ENT key Then press F6 to display the page two menu and select OFFS When the offset screen is displayed the function key labels HORZ and VERT are displayed To compute an offset aim at the offset position and press HORZ or VERT for the software to compute the offset You may manually enter a positive distance away from the measured point or a negative distance towards the instrument on the line of sight Press ENT key when the offset screen is completed Standard Survey 800 8 7 Recording Measurements In case of measuring in PTL mode the following text will be displayed when OFFS is selected Orientation of offsets Rel to ref or line of sight Two kinds of offsets can be chosen 1 REF F5 An offset parallel to the reference line an offset perpendicular to the first offset and an offset in vertical direction Enter manually the offsets and press ENT key 2 SIGHT F6 An offset in the direction of the line of sight of the total station an offset perpendicula
21. bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings Standard Survey 800 15 3 Cogo SETUP RECORD EDIT XFER sie aml From Pt PT1 To Pt PT2 Bearing 59 0334 Distance _ 50000 Ht Diff ooo C E A E C9 E F1 F2 F3 F4 F5 F6 If the initial point is occupied H Angle is shown instead of Bearing and the scale factor defined under the SETUP function will be used in the calculation of distances 15 4 Area Select AREA from the COGO menu PROG INTSECT SET OUT 4 INTSECT ROADS INVERSE TRAV AREA COGO RADIATE BUILD MLM MONITOR The following question is shown Calculate area using specified points Press YES in case you want to specify which points should be used for the area calculation Continue with 15 4 1 Press NO in case you want to compute the area of a figure enclosed by points with a common coding Continue with 15 4 2 15 4 1 Area using specified points An area can be calculated by marking at least 3 points The following screen is shown Area calculation E Pt No North East Elev Pt Code AAA Marked SEU KENN GES E DEN ER SCH ECH Gs KOR CD F6 ETE E OO ME F1 F2 F3 F4 F5 15 4 Standard Survey 800 Cogo By pressing MARK a point can be marked The text Marked will appear below right on the screen Pressing MARK again results in unmarking this point the text Marke
22. data is deleted with some Cut Fill data remained the Cut Fill can not be shown correctly in EDIT CUTS and PRINT CUTS 5 4 Standard Survey 800 Recording Options 6 Recording Options 6 1 System Options SYS OPTN To set the system options choose SYS OPTN from the SETUP menu JOB OPTN SCALE TEMP PRES Saul RECORD EDIT XFER PROG VA Mode ZENITH STN File ON Prompt E N Z Output GTS 7 Display XYZ EE OE E F1 F2 F3 F4 F5 F6 VA Mode ZENITH or LEVEL STN File ON or OFF Prompt N E Z or E N Z Output GTS 7 GTS 6 FC 5 or MOSS Display XYZ ON or OFF System options apply to all jobs in the internal memory If changes are made they affect all jobs To change the options use the and arrow keys to scroll through the values Press ENT key to move the highlight bar to the next option Press ENT key when the highlight bar is on the bottom line of the screen to exit and save the changes Press ESC key to exit the screen without saving the changes VA Mode The vertical angle mode specifies where vertical angles are read from Changing this option will set the instrument a ZENITH The vertical angle is 90 degrees face left to horizontal and decreasing towards Zenith Standard Survey 800 6 1 Recording Options b LEVEL The vertical angle is O degrees face left to horizontal and increases towards Zenith Station File STN File The station file STN FILE or fixe
23. info topcon de TOPCON KOREA CORPORATION www topcon de 2F Yooseoung Bldg 1595 3 Seocho Dong Seocho gu Seoul 137 876 Korea Phone 82 2 2055 0321 Fax 82 2 2055 0319 www topcon co kr TOPCON SARL 89 Rue de Paris 92585 Clichy Cedex France TOPCON OPTICAL H K LIMITE D Phone 33 1 41069490 Fax 33 1 47390251 topcon topcon fr 2 4 F Meeco Industrial Bldg No 53 55 Au Pui Wan Street Fo Tan Road Shatin N T Hong Kong TOPCON ESPA A S A Phone 2690 1328 Fax 2690 2221 www topcon com hk Frederic Mompou 5 ED Euro 3 08960 Sant Just Desvern Barcelona Spain TOPCON CORPORATION BEIJING OFFICE Phone 93 473 4057 Fax 93 473 3932 www topconesp com Building A No 9 Kangding Street TOPCON SCANDINAVIA A B Beijing Economic Technological Development Area Beijing China 100176 Neongatan 2 S 43151 M3lndal SWEDEN Phone 10 6780 2799 Fax 10 6780 2790 Phone 031 7109200 Fax 031 7109249 TOPCON CORPORATION BEIRUT OFFICE TOPCON GREAT BRITAIN LTD P O BOX 70 1002 Antelias BEIRUT LEBANON Topcon House Kennet Side Bone Lane Newbury Berkshire RG14 5PX U K Phone 961 4 523525 961 4 523526 Fax 961 4 521119 Phone 44 1635 551120 Fax 44 1635 551170 TOPCON CORPORATION DUBAI OFFICE survey sales topcon co uk laser sales topcon co uk C O Atlas Medical FZCO P O Box 54304 C 25 Dubai Airport Free Zone UAE Phone 971 4 2995900 Fax 971 4 2995901 TOPCON CORPORATION 75 1 Hasunuma cho Itabashi ku Tokyo 174 8580 Japan Phone 3 3558 2520
24. known points Area Calculation Area calculation of a series of points defined by point code or marked point Radiation Coordinate for a point can be computed by entering the Bearing and Distance Missing line measurement The slope distance horizontal distance and vertical distance between two points can be computed Batterboards A program for setting out on building areas If two points cannot be setout a batterboard can be placed in the vicinity Next the intersection point of the line connecting two setout points and the batterboard can be found Tape dimensions Tape dimensions is a program which integrates surveying using a total station and a measuring tape This program is especially useful when a quick survey of an object is required Monitor Monitor measurement can be done by using point coordinates with code and string number or by measured points with code and string number 1 4 Standard Survey 800 General Information 2 General Information 2 1 Special Keys The ENT key is the most commonly used key It is used to record measurements complete screen input continue processing after a warning or prompt has been displayed The ESC key can be used to break out of any function It will allow you to exit a screen without saving input exit a menu and return to a higher level menu or to break a processing loop Function keys are used to access extended screens when a label is displayed on the bottom
25. low quality will be used for the resection computation However in case of a small number of observations or a bad geometrical constellation of the points it is possible that one bad observation influences several residuals 4 The unit of the residuals is similar to the unit of the measurements performed However the residual of the horizontal and vertical angle is always displayed in decimals 5 In case a point number has more than 6 digits only the last 6 digits will be shown in the box in the main resection screen The point number will be stored using the original number of digits Standard Survey 800 7 5 Occupied Point Details 7 6 6 The error message Invalid scale is shown if the calculated scale is not within the range 0 9 1 1 and has to be stored 7 More than one measurement to the same point can be performed during resection In that case the character is placed behind the point number The average of the measurements to the same point is used for the calculations 8 Equations for the calculation of the residuals the scale and the backsight bearing are explained in appendix E 9 The following table shows which residuals will be shown AH denotes the residual of the horizontal angle AV the residual of the vertical angle ASD the residual of the slope distance Calc Level On Calc Level Off Meas Mode H V SD AH AV ASD AH Meas Mode H V AH AV AH Table 7 1 The residual
26. move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings NOTE When you want to enter A1 A2 from clothoid length L1 L2 the following equations are used A1 vL1 Radius A2 yV L2 Radius Any changes to the alignment must be done using the edit alignment option Standard Survey 800 Roads 14 2 Edit Alignment To edit the alignment select ED AL from the ROADS menu SET OUT ROADS TRAV COGO BUILD MONITOR The alignment file may be edited by over typing existing data similar to editing the raw data file SETUP RECORD EDIT XFER iise e Chainage fy 000 000 East 1100 000 North 1050 000 p2 Use NEXT and PREV to move between elements Use STRT and END to go to the start or end of the file Use FIND to locate an element by chainage Enter the required chainage The program will search for the element that covers the nominated chainage Any of the displayed data may be changed Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings New elements must be added using the DEF AL option Standard Survey 800 14 5 Roads 14 3 Define Vertical Curve Select DEF VC to define a vertical curve A
27. terminated by the end of line Each field may be preceded by a number of space characters which should be ignored but may contain spaces after the first non space character Standard Survey 800 B 1 Appendix B Data Format B 2 GTS 800 v3 5 JOB job name description DATE date time NAME surveyors name INST instrument id UNITS Meter Feet Degree Gon SCALE grid factor scale factor elevation ATMOS temp press STN ptno ins ht stn id XYZ X easting Y northing Z elevation BKB ptno backsight bearing backsight angle BS ptno target height FS ptno target height pt code SS ptno target height pt code string number CTL control code pt code 2 string no 2 optional HV HA VA SD HA VA SD HD HA HD VD OFFSET radial offset tangential offset vertical offset PTL_OFF offset along ref line offset perpendicular to line vertical offset NOTE comments MLM from point to point delta HD delta VD delta SD RES OBS ptno target height observation count XYZ if present follows the STN record BKB if present follows the BKB record or STN record if no BKB CTL if present follows the FS or SS header record HV SD or HD must follow a BS FS or SS header and follows the CTL if present OFFSET may follow any SD or HD record GTS 800 v3 5 JOB TEST1 TOPO COLLECTION NAME FRED INST GTS 7 UNITS M D SCALE 1 000000 1 000000 0 0 DATE 24
28. to enter a single letter A press the 7 key once To enter a B press the 7 key twice and C requires three key presses When entering one character and then wait for about 1 second the cursor moves to the right automatically Enter the next letter in the same manner 2 5 Option Screens Sama RECORD EDIT XFER PROG VA Mode ZENITH STN File ON 1 Prompt E N Z Output GTS 7 Display XYZ Oo Oo SET ODO O amp O EH F1 F2 F3 F4 F5 F6 Option screens have fixed input values To change the options use the and gt arrow keys to scroll through the values Press ENT key to move the highlight bar to the next option Press ENT key when the highlight bar is on the bottom line of the screen to exit and save the changes Press ESC key to exit the screen without saving the changes Standard Survey 800 2 3 General Information 2 6 Horizontal Angle Input The horizontal angles can be entered in Whole Circle Bearing or Quadrant Format Whole Circle Bearing N Whole Circle Bearings are entered as follows 134 0645 134 6 45 in Degree or 134 1125 134g 11c 25cc in Gon Quadrant Format Angles are entered as follows S45 5315E S45 53 15 E in Degree S or S45 8875E S45g88c75cc E in Gon 2 4 Standard Survey 800 General Information 2 7 Recompute Coordinates Standard Survey Software 800 retains the Raw data file measured data and the Coordinate data which is calculated f
29. turns to the point displayed Then the point is measured and recorded The GTS 800 turns to the next point when the measurement and recording is completed This procedure is continued for the points PT2 PT3 Ptn The software then restarts measurement from the first point after the specified time interval In the case that no prism is found in the specified direction GTS 800 only gt The GTS 800 will move onto the next point In this case recording is omitted GTS 800A only gt The GTS 800A will search the prism for 15 sec If the GTS 800A cannot catch the prism the GTS 800A will move onto the next point In this case recording is omitted If AUTO option is OFF the GTS 800 stops after turning to the point direction ENT key or MEAS must be pressed to continue measurement and recording If the specified interval time is over the GTS 800 turns to the first point You can rename the point number on the screen and record before measurement Press ESC key to stop the measurement Press ESC key one more time to quit the monitor Screen Standard Survey 800 18 3 Monitor 18 4 Standard Survey 800 Appendix A Interface Appendix A Interface A 1 Serial Interface Cable These cables are used to connect the total station with an IBM PC compatible computer F 4 cable GTS D sub 9pins GTS PC GND 1 5 GND NC 2 TD Bi 5B TD RD 4 3 RD RTS 5 8 RTS N
30. you must enter a point number that has been observed from the end point and for which there is a known coordinate Enter the observed point number Close Pt and the known point number Fixed Pt These point numbers must not be the same Press ESC key if you do not want to adjust the angles Standard Survey 800 13 3 Traverse Adjustment SETUP RECORD EDIT XFER Masiejci L Misclose 0 011 Direction 135 5725 13 4 Error 1 9665 CANCL EI EI OO VE EA IE F1 F2 F3 F4 F5 F6 The calculated misclose will be displayed Select OK if the error is acceptable SETUP RECORD EDIT XFER Malsieje d e Comp Close Brg 157 4729 Meas Close Brg 157 4722 Angle Misclose 0 0007 ume E OOo O Re F1 F2 F3 F4 F5 F6 If close point is entered the above screen is displayed Press OK if you accept the angle misclose You may then adjust the coordinates of the traverse points Press ENT key or OK when prompted Adjust Angles to adjust the angles or press ESC key to continue Press ENT key or OK when prompted Adjust Coord to perform the adjustment or press ESC key to return to the menu without further changes Press ENT key or OK when prompted Adjust Levels to adjust the levels or press ESC key to return to the menu without making further changes Press ENT key or OK when prompted Adj Side Shots to adjust Side Shots or press ESC key to return to the menu without making further cha
31. 00 1002 201 PT02 2872920 9 187 0901702 0 000 1003 201 PT02 3350057 15 887 0871812 0 000 1004 201 CD2 02 PP01 0103555 14 196 0870649 0 000 1005 201 CD2 03 PP01 1333053 10 392 0880209 0 000 1006 201 P101 2872902 9 187 0901634 0 000 1007 201 P101 3350118 15 886 0871727 0 000 1008 999 FINISH Standard Survey 800 B 7 Appendix B Data Format J MOSS GENIO Format e g GENIO D J0119A 001 FORMAT 3F14 4 003 ORDR 4 1 1 2 3 080 PTO1 7 3 1002 6092 1013 9337 1007 5266 992 8522 0 0000 0 0000 080 PTO2 7 3 991 2378 1002 7609 993 2974 1014 3845 0 0000 0 0000 080 CD02 7 3 1002 6079 1013 9361 0 0000 0 0000 080 CD03 7 23 1007 5318 992 8488 0 0000 0 0000 080 0CC 7 3 1000 0000 1000 0000 0 0000 0 0000 080 PTO1 7 3 1002 6079 1013 9361 1007 5318 992 8488 991 2376 1002 7602 993 2994 1014 3841 0 0000 0 0000 999 FINISH K GTS 6 Raw Format B 8 The data is GTS 6 and FC 5 unformatted data Refer to the GTS 6 interface manual to confirm details SAMPLE SOMEON O_ A001_ 0001 01_ 0064 1 200_ A002_ 4 NS001 1 200 4 2039 055_ NS001_ 1 200_ 2037 31 05 1 9564 0000 1 5545 3475 0000 3148 0000 9562 0000 0000 0000 3148 1 93 62 1 9997 3509 0000 E_ GX0021_ 06 01 95_ 24C_ amp 990HP_ X1000_ _ 1 20
32. 0000 201 TRAV 0101 0000000 100 000 0900000 201 TRAV 0103 0900000 100 000 0900000 1 500 999 FINISH Detail records SS OBS can be combined in a traverse survey C 2 Standard Survey 800 Appendix C Instructions for Recording MOSS Detail Survey For detail surveys a backsight observation should not be taken When a side shot is the first observation following an occupied point the occupied point record takes the format required for a detail survey The occupied point record specifies the backsight point and horizontal angle datum The horizontal angle datum is the data recorded in the back bearing record An example of detail survey SURVEY TEST1 017 DMS 190 DEDR 0900000 180 0001 1000 000 1000 000 100 000 180 0002 1100 000 1100 000 100 000 200 0001 0002 SDVA 0000000 1 500 1 000000 201 REPS A001 0000000 1000 000 0900000 1 500 1001 201 REPS A001 0450000 1000 000 0900000 1 500 1002 201 REPS A001 0900000 1000 000 0900000 1 500 1003 202 B001 0900000 200 000 0900000 1 500 1004 202 B001 1200000 200 000 0900000 1 500 1005 200 0001 0002 SDVA 0000000 1 500 1 000000 202 C001 0900000 141 421 0900000 1 500 1006 202 C001 1350000 100 000 0900000 1 500 1007 202 C001 1800000 141 421 0900000 1 500 1008 999 FINISH Standard Survey 800 C 3 Appendix C Instructions for Recording MOSS C 4 Standard Survey 800 Appendix D How to Calculate Road Alignment Appendix D How to Calculate Road
33. 000050000m_ PJ1_ 012000000m_ g 011002106m_ h 000049970m_ PJ11_ 012000000m_ gt 011002106m_0063 h 000049970m_ PJ12_ f 011994478m_ g 011004703m_ h 000050025m_ PJ13_ 011990588m_ g 011003698m_ h 000049863m_ PJ2_ f 011994476m1051 NOTE The format of FC 5 is the same as GTS 6 coordinate input Standard Survey 800 B 9 Appendix B Data Format NOTE The format of FC 5 differs from that of GTS 6 in the record of the measurement data The FC 5 raw data is divided into its elements i e H V SD and each element has an ID For example When measuring the following data in SD mode the output is as follows SD 10 942 m V 88 10 03 H 275 58 58 e GTS 6 Raw Format _ 00010942m0881003 2755858A 00010936 063 e FC 5 Raw Data Format a 2755858d_b0881003d_c 00010942m P GTS 7 Coordinate Format The format of upload coordinates has the following format ptno X easting Y northing Z elevation pt code string 1000 0000 1000 0000 100 0000 STN 001 2 990 0000 1010 0000 100 0000 STN 001 101 994 8159 1000 9684 100 1130 STN 002 102 993 9304 1007 7991 100 8000 STN 001 103 998 5150 1009 6329 100 4026 STN 002 104 1002 0648 1002 5682 100 3421 STN 001 1001 1004 7210 997 6496 100 1153 PT 09 1002 1003 7027 990 8382 100 7989 PT 05 1003 998 7911 990 3286 100 4033 PT 09 1004 997 3111 998 0951 100 3421 PT 05 It is also possible to upload
34. 024 0 00004855 0 00000011 64 0 98981 63 348 as well as E ew 0 32 0 32 0 32 0 32 EcPU Ugo 42 1320 75600 64 0 10666667 0 00078019 0 0000025 0 6 777 This example is symmetry spiral transition N N gt E E gt D 4 Standard Survey 800 Appendix D How to Calculate Road Alignment 4 Calculation of shift value AR AR E R 1I cost AR 6 777 100 1 cos 18 20 6 1 700 This example is Symmetry spiral transition AR AR 5 Calculation of Spiral Transition coordinate Nm N Rsin 63 348 100sin 18 20 6 31 891 This example is Symmetry spiral transition Nm Nm2 6 Calculation of Tangent Distance IA Di R tan AR cosec A AR cot JA Nm 1 tan IA 111 55 47 cosec cot sin 111 55 47 1 D 100 tan 7 1 7 sinl 11 55 47 1 17 CAagTITSSs 4779 31 891 148 06015 1 8326 0 6844 31 891 182 468 D D 7 Calculation of the coordinate KA1 Nkal N D cos a EKA Ejppj Dj sin o Bearing from BP to IP1 aq 74 03 16 6 NKA 1300 182 468 cos 74 03 16 6 1249 872m EKA 1750 182 468 sin 74 03 16 6 1574 553m 8 Calculation of Arc Length L R CIA tt R 111 55 47 2 18 20 6 o gt T M 100 75 15 35 180 2131 353m Standard Survey 800 D 5 Appendix D How to Calculate Road Alignment 9 Calculation of the coordinate KA2
35. 050706 TOPCON USER MANUAL SERVO TOTAL STATION GTS 800 AUTO TRACKING TOTAL STATION GTS 800A AUTO TRACKING PULSE TOTAL STATION GPT 8000A APPLICATION SOFTWARE STANDARD SURVEY 800 Version 3 5 GTS 800 STANDARD SURVEY 800 User Manual TOPCON CORPORATION Copyright Statement The contents of this publication may not be reproduced in any form by any means in part or in whole without prior written permission of TOPCON Corporation Trademarks In this manual reference is made to the following products TOPCON GTS 6 GTS 7 GTS 800 FC 4 FC 5 FC 6 DRP 1 DRP 2 GTS amp ET 2 are trademarks of TOPCON Corporation Civilcad is a trademark of Topcon Australia Pty Ltd AutoCAD and DXF are trademarks of Autodesk Inc MOSS and GENIO are trademarks of Infrasoft Limited Disclaimer TOPCON Corporation supplies this documentation and software with no representations or warranty of any kind TOPCON Corporation assumes no responsibilities and shall have no liability consequential or otherwise of any kind arising from the use of this documentation or any part thereof Table of Contents 1 Introduction ee 1 1 EE Re e 2 1 PM Special OS annonces 2 1 EE e 2 1 2 9 dob Slatus DISDIAy A Ea E 2 2 2 4 Key TEE 2 2 2 5 Option EI PP 2 3 2 6 Horiz ntal Angleilnputz essen 2 4 2 7 Reeompule G6ordinales ana 2 5 9 GETING Started EE 3 1 leg 4 1 4 1 Point Code Library CODE sn 2222er aaa 4 1 4 2 Fixed Point
36. 43m straight line KA2 BC 4 1575 068 1444 032 1536 058 1637 976 166 005m straight line EC EP 4 2000 1867 456 1800 1587 929 250 084m start point coordinate BP Northing 1100 000m Easting 1050 000m Straight line between BP and KA1 Bearing 74 3 17 Distance 545 543 m Standard Survey 800 D 7 Appendix D How to Calculate Road Alignment Transition clothoid between KA1 and KE1 Radius 100m sign is turn left curve toward the end point Length 64m Arc between KE1 and KE2 Radius 100 m with sign is turn left curve toward the end point Length 131 354 m Transition between KE2 and KA2 Radius 100m with sign is turn left curve toward the end point Length 64m Straight line between KA2 and BC Bearing 322 7 30 Distance 166 004 m Arc between BC and EC Radius 200m without sign is the right toward the end point Distance 334 648 m Straight line between EC and EP Bearing 57 59 41 Distance 250 084 m Above elements are entered manually for the road alignment setout If you use TOPCON NS 10 all above elements can be uploaded D 8 Standard Survey 800 Appendix E Resection calculations Appendix E Resection calculations In this appendix the parameters are explained which are used in resection E 1 Residuals Assume that a resection has been performed usingsure meaments to n points of which the coordinates are know
37. 9 755 83 4730 84 0410 3 313 313 755 916 275 2 1 500 164 0640 273 Standard Survey 800 2340 B 3 Appendix B Data Format B GTS 7 Coordinate Format The format of downloaded coordinates is as follows ptno X easting Y northing Z elevation pt code Example 1000 0000 1000 0000 100 0000 STN 2 990 0000 1010 0000 100 0000 STN 101 994 8159 1000 9684 100 1130 STN 102 993 9304 1007 7991 100 8000 STN 103 998 5150 1009 6329 100 4026 STN 104 1002 0648 1002 5682 100 3421 STN 1001 1004 7210 997 6496 100 1153 PT 1002 1003 7027 990 8382 100 7989 PT 1003 998 7911 990 3286 100 4033 PT 1004 997 3111 998 0951 100 3421 PT It is also possible to download coordinates which are given with respect to a reference line This coordinate system is called the point to line system PTL More information about this coordinate system can be found in paragraph 8 3 The format of downloaded PTL coordinates is as follows ptno Line Offset Z elevation pt code from reference ptno to reference ptno Example 3 29 1456 31 3953 100 9040 PT 1 2 4 128 1436 56 3003 115 7345 PT 1 2 110 29 1456 31 3953 100 9040 PT 101 103 11 49 8290 3 9580 112 8349 PT 101 103 12 394 2840 18 2948 100 9040 PT 101 104 C DXF Format The occupied point and observed data are sent in DXF If the entity and layer i
38. C 6 L 6 DTR GTS GND 1 1 NC 2 7 TD 3 gt 3 RD 4 2 RTS 5 5 N C 6 de Standard Survey 800 F 3 cable GTS D sub 25pins PC FG SG RD TD RTS DTR A 1 Appendix A Interface A 2 A 2 Parallel Interface Cable This cable is used to connect the total station with a Centronics printer B 2 Cable GTS Parallel GTS STROB 1 1 BUSY 2 11 DO 3 2 DI 4 3 D2 5 4 D3 6 5 D4 7 6 D5 8 7 D6 9 8 D7 10 9 GND 11 14 NC 12 16 Centronics I F 38pins Printer STROB INPUT BUSY DATA DATA DATA DATA4 DATAS DATA6 DATA DATAS GND GND Standard Survey 800 Appendix A Interface A 3 Cable Connections The GTS 800 GPT 8000A is fitted with a circular RS232 pin connector on the side of the instrument A circular parallel connector is under the right side corner of the instrument See Figl Fit the instrument cables to the ports for communication with a computer or printer Serial Port Fig 1 Connectors A 4 Com Port Status The following RS 232 C Interface options can be set in the GTS 800 GPT 8000A application program Baud Rate Parity Data Bits Stop Bits Protocol Standard Survey 800 300 1200 2400 4800 9600 19200 baud NONE ODD EVEN 7 8 D up XON XOFF ACK NAK Uploading in FC 5 for
39. D menu Standard Survey 800 7 7 Occupied Point Details SETUP Eile EDIT XFER PROG Bks Pt Aon RHt Hb ED EIN EL 95 VE Fi F2 F3 F4 F5 F6 In case a backsight orientation using a single target is desired enter the backsight point number Bks Pt in the screen and press ENT key The backsight orientation using a single point is explained in paragraph 7 2 1 Press M BKS in case you want to perform a backsight orientation using multiple points The multiple backsight orientation is explained in paragraph 7 2 2 7 2 1 Single point backsight If a coordinate for the backsight point is stored then the computed back bearing will be displayed If the XYZ FILE flag is ON and there is no coordinate for the point the coordinate entry screen will be displayed Enter the coordinates or press ESC key to bypass this screen and enter the bearing manually SETUP Eile EDIT XFER PROG Bks Pt Bks Brg 90 0000 Horiz 314 5012 Sight BS Point ZERO CHECK oOo O C 9 o F1 F2 F3 F4 F5 F6 When the back bearing is displayed the screen has two function key options SET and ZERO These function keys are used to set the horizontal circle of the instrument and to initialize the internal backsight direction used in coordinate calculations Sight the backsight point and press one of the function keys 7 8 Standard Survey 800 Occupied Point Details a SET Use the SET function to set the back bearin
40. DERE ee HE ME Fi F2 F3 F4 F5 F6 a ON If the Display XYZ is ON the coordinates are displayed b OFF If the Display XYZ is OFF the coordinates are not displayed Standard Survey 800 6 3 Recording Options 6 2 Job Options JOB OPTN The job options apply to each job and may be changed from one job to another JOB SYS OPTN SCALE TEMP PRES The information is stored as part of the raw data for the job To set job options select JOB OPTN from the SETUP menu Sima RECORD EDIT XFER PROG Units METERS Angles DEGREES Prompt Bks LON XYZ File Save Set SE enc N FS F1 F2 F3 F4 F5 F6 Units METERS or FEET Angles GON or DEGREES Prompt Bks ON or OFF XYZ File ON or OFF Save Set ON or OFF To change the options use the and arrow keys to scroll through the values Press ENT key to move the highlight bar to the next option Press ENT key when the highlight bar is on the bottom line of the screen to exit and save the changes Press ESC key to exit the screen without saving the changes When changing job options only the current job is changed When an existing job is opened the options are restored to what they were when the job was last used Units This specifies the unit of distance that will be included in the unit record of the downloaded data and must correspond to the settings of the instrument a METERS The unit of distances is meters 6 4 Standard Survey 800
41. E from the COGO menu INTSECT SET OUT 4 INTSECT ROADS INVERSE TRAV AREA COGO BUILD MONITOR The coordinate for a point can be computed by entering the Bearing and Distance example Bearing 45 Distance 10 m A 10 10 10 In case of the above enter as follows SETUP RECORD EDIT XFER ie e From Pt No Bearing Distance OoOo Oo Do oe rJ F1 F2 F3 F4 F5 F6 The result of the calculation SETUP RECORD EDIT XFER sie e Pt No North 17 071 East 7 071 Elev 0 000 Pt Code SAA O O CO Co C O F1 F2 F3 F4 F5 F6 Elevation can not be computed Enter the elevation manually The result of the calculation is recorded to the coordinates file POINTS Standard Survey 800 15 7 Cogo 15 6 Missing Line Measurement This function can be used to calculate the length of a line by measuring the start and end point of this line Select MLM from the COGO menu SET OUT 4 INTSECT ROADS TRAV COGO BUILD MONITOR Next the number of the start point of the line should be entered Missing Line MLMpointt H Enter this number and press ENT key If this point number does not yet exist the SS OBS screen will be shown and a measurement must be performed Next the number of the end point of the line should be entered Missing Line dm MLMpoint2 B Enter this number and press ENT key Again if this point number does not yet exist the SS OBS screen will be sh
42. FC 6 If using TOPCON DRP 1 DRP2 or Civilcad packages Standard Survey 800 Recording Options b GTS 6 Select GTS 6 to download data in GTS 6 compatible format The downloaded raw data with the SEND option will be unformatted with the PRINT option it will be formatted c FC 5 Select FC 5 to download data in FC 5 compatible format The format is the FC 5 SELECT mode The function menu FUNC 7 of FC 5 will enable you to select the data to record Not all information recorded can be downloaded in FC 3 format Raw data downloaded with the SEND option will be unformatted data downloaded with the PRINT option will be formatted d MOSS Both MOSS raw data and MOSS GENIO string format files may be downloaded The XYZ download option produces GENIO string files The string number field and point code are combined to generate strings If downloading RAW data in MOSS format the string control fields may be used to enter the MOSS data fields NOTE This option controls the format required when uploading points RECEIVE POINTS or PT LIB but all the others control with GTS 7 format Display XYZ The coordinates are displayed when you record H V SD or H HD VD data for FS OBS SS OBS X SECT in case you select XYZ File is ON in JOB OPTN and Display XYZ is ON in SYS OPTN SETUP MECO EDIT XFER PROG Le Remarks It is not possible to cancel the recording of XYZ data in this display even if you press the ESC key Cw
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44. K the side shot observation screen is shown which is explained in paragraph 8 3 Press ENT key to measure the first batterboard point Next the following screen is shown Batter Boards BB point 2 E 3 3 O C C Co c co F1 F2 F3 F4 F5 F6 There are two ways to proceed 1 A method using two sides of the batterboard The user is advised to use this method in case high accuracy is required control of the measurements is required or one batterboard is used to mark more than one intersection point Continue in paragraph 16 1 2 A method using one side of the batterboard The user is advised to use this method in case a quick method is required Continue in paragraph 16 2 16 1 Batterboards using two sides The other side of the batterboard should now be measured Position the reflector above this side of the batterboard enter a number for this point BB point 2 and press ENT key If this point is not known the text Pt Not Found is displayed Press CANCL to re enter the second batterboard point number or OK Batter Boards Pt Not Found o ME AA A O Coupe E Fi F2 F3 F4 F5 F6 By pressing OK the side shot observation screen is shown Press ENT key to measure Standard Survey 800 16 3 Batterboards the second batterboard point The coordinates of the intersection point of the batterboard and the line connecting the two setout points are now calculated If DISPLAY XYZ is ON these co
45. N 3 The coordinates of the points obtained using the Tape dimension program are being computed Raw data are not being recomputed Standard Survey 800 17 3 Tape dimensions 17 4 Standard Survey 800 Monitor 18 Monitor The monitor program measures more than one prism repeatedly and uses it for the detection of the change of the slope distance the Change of the coordinates GTS 800A It automatically aims to a sequence of points which are entered beforehand measuring and recording in order The process is repeated at a predetermined time interval Measured data is recorded in the raw data file PT1 PT2 B PTn A typical work using Monitor Points measured in monitor should be entered with the same Pt Code and String There are two ways to enter points recording measurements using SS OBS and upload points using RECEIVE POINTS Select MONITOR in PROG menu If either OCC PT or BKS PT has not been entered the GTS 800 will prompt to enter the point Then the program shows the following screen SETUP RECORD EDIT XFER er e Pt Code String Interval SET OUT ROADS TRAV COGO BUILD MONITOR Face Auto CO C CO CO CH c Fi F2 F3 F4 F5 F6 Standard Survey 800 18 1 Monitor Pt Code String Enter point code and string to identity points in monitor measurement Interval Enter the time interval in minutes required to repeat measurements Face Select ON to measure with dual faces Auto
46. Select ON to measure in un manned If OFF is selected ENT key or MEAS is required to be hit before measurements The following screen is shown during measurements SETUP RECORD EDIT XFER Deen Gi Pt No EA East Noth SETUP RECORD EDIT XFER Deen Gi Pt No Count oso I ms D delta P delta Elev MEAS SO E GO re ES Fi F2 F3 F4 F5 F6 GTS 800 GTS 800A PtNo Acurrent point number which is selected from series of points specified with Pt Code and String The points are selected in the order saved in the database Then the GTS 800 will turn to the point displayed in the screen Count A current cycle count lt GTS 800 only gt DSD Designed slope distance calculated from two points MSD Measured slope distance D delta A difference between the two slope distances designed and measured P delta A difference between the two measurements previous slope distance and current slope distance lt GTS 800A only gt East North Elev Coordinates of measured point dE dN dElev A difference between the two coordinates designed and measured 18 2 Standard Survey 800 Monitor Processing 1st 4 1 PT1 PT2 Interval time min PTn 2 zd a X A PT1 az Interval time min PTn 3X 2 im vv 3 rd PT1 PT2 t N th If AUTO option is ON the software displays the point Ex PT1 from the specified code and string and the GTS 800
47. The current job name OCCPt The last Occupied Station BS Pt The last backsight point number FS Pt Previous foresight point number SS Pt 2 Previous side shot point number Space Memory space available in Bytes 2 4 Key Input ABC DEF a OD Job TOPO1 JKL MNO Description SAMPLE M ES 5 Name Des es Instrument U U 0 db ESE ESCAPE KEY ESC STAR KEY FUNCTION KEYS All key input is entered into screens Use the cursor keys to move from one field to another 2 2 NUMERIC KEYS These can be switched to ALPHABETIC KEYS ENTER KEY ENT Standard Survey 800 General Information When in a measure option screen the measurement can be initiated and point codes can be accepted as displayed by pressing ENT key Press BS to delete the character to the left of the cursor When an input field is larger than the screen the field scrolls to the left When the field is full further input is not accepted Some screens will display function key labels Press the corresponding function key to access the additional screens Alpha characters may be entered by first pressing the function key F1 when labeled ALPH This will make the Alpha character set active on the numeric keypad In any measure screen or any screen that requires manual input the F1 will toggle between ALPH alphabet mode and NUM number mode on the keypad For example
48. am will prompt for an another job Cannot write to Config file This message will be shown when the file CONFIG DAT is protected and you try to change the current job The software will not start if any of the files used are corrupted or protected Do not protect any of the files used by the Standard Survey Software 800 Standard Survey 800 Libraries 4 Libraries 4 1 Point Code Library CODE The point code library allows you to store commonly used point codes Codes are grouped by layer and can be selected from the library where a code is required in the recording options You can create a file in the office using a text editor or word processor capable of producing text files and upload it to the internal memory or you can edit the library file in the internal memory SETUP RECORD Mis XFER PROG Ce ROAD SERVICE VEG See EDIT CODE section 10 4 for details on how to create a code library manually Standard Survey 800 4 1 Libraries 4 2 Fixed Point Library PT LIB SETUP RECORD MS XFER PROG Ce Pt No Coogi 1 North 1004 662 East 1005 752 Elev 95 029 Pt Code O O C5 Co C C F1 F2 F3 F4 F5 F6 The fixed point library allows you to store coordinates for commonly used points or control stations This file is accessed by any job when the STN FILE option is ON see SYS OPTN When you enter the details for an occupied point if the job file does not contain coordinates for the
49. asting East northing North and elevation Elev of the point Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings If the point exists both in the point file and fixed point file then coordinates from the point file will be used 7 1 1 RSCT Resection If the coordinates of an occupied point are unknown a resection can be performed to compute these coordinates A resection involves the measurements from an occupied point to several other points with known coordinates It is possible to perform a resection by measuring angles and distances or by measuring angles only The type of measurements influences the minimum number of observations needed to perform a resection In case of angle as well as distance measurements a minimum of 2 observations are required by measuring angles only a minimum of 3 observations should be performed Select RSCT in the Occupied Point screen The following screen will be displayed Resection el Scale EA MEA AA ESO Fi F2 F3 F4 F5 F6 Standard Survey 800 Occupied Point Details On the lower side of the screen discrepancies el or the standard deviation in N E and Z direction sN sE sZ of the occupied point will be displayed Discrepancies will be shown in case two distance measurements have been performed They are ca
50. coordinates North East as well as points with coordinates defined with respect to a reference line can be setout String Setting Out Setting out of points by string point code allows the setting out of points on a line created in design software Road Setting Out Two options allow the setting out of points by chainage and offset from a road alignment Complete road designs may be set out from points uploaded in chainage offset and level format referenced to an alignment Traverse Adjustment The Bowditch compass rule adjustment method is used to adjust a recorded traverse The traverse is defined by entering start and end points and the intermediate points are determined from foresight observations Resection Computation of coordinates from known points The method of calculation is dependent on the data available Either two points with angles and distances or three points with angles only are required Where more than three points and up to a maximum of 16 points are available the least squares method is used Note that the scale factor defined under the SETUP function will be used in the calculation Standard Survey 800 1 3 Introduction Occupied Point Elevation Computation Computation of the occupied point elevation by single observation to a known point Intersections Coordinate calculation from two known points with either bearings and or distances Inverse Computation of bearing and distance between 2
51. coordinates which are given with respect to a reference line This coordinate system is called the point to line system PTL More information about this coordinate system can be found in paragraph 8 3 The format of uploaded PTL coordinates is as follows ptno Line Offset Z elevation pt code string from reference ptno to reference ptno Example 3 29 1456 31 3953 100 9040 PT 001 1 2 4 128 1436 56 3003 115 7345 PT 002 1 2 110 29 1456 31 3953 100 9040 PT 003 101 103 11 49 8290 3 9580 112 8349 PT 004 101 103 12 394 2840 18 2948 100 9040 PT 005 101 104 B 10 Standard Survey 800 Appendix B Data Format NOTE Coordinates and distances are rounded to the nearest mm when downloaded in GTS 6 and FC 5 formats whereas they are rounded to the nearest 0 1 mm when downloaded in the default GTS 7 format This results in an apparent inconsistency when a number is rounded up to 0 5 mm in the GTS 7 format but rounded down to the nearest mm in GTS 6 FC 5 format e g 11002 2175 GTS 7 format 011002217 GTS 6 FC 5 format Both PT CODE and STRING are optional Standard Survey 800 B 11 Appendix B Data Format B 12 Standard Survey 800 Appendix C Instructions for Recording MOSS Appendix C Instructions for Recording MOSS Standard Survey Software 800 MOSS Data Format The Standard Survey Software 800 can generate MOSS raw data files from the recorded raw data and
52. d will disappear FND M means find next marked point a point which has a higher point number and which has been marked will be shown All the other features are also used in EDIT POINTS which has been discussed in paragraph 10 2 Press CLR M to clear all Marks After at least 3 points have been marked and an area calculation is required ENT key can be pressed to display this area SETUP RECORD EDIT XFER sie aml Pt Code po String Bi Points Area 5309 042 m sa O EI HEINE I ED E F1 F2 F3 F4 F5 F6 The number of points marked and the enclosed area are displayed Usually m sq m or ft sq ft is used as a unit for the area If the area is larger than 10000 m sq then the unit is changed to Ha hectare The unit is changed to Ac acre if the enclosed area is 43560 ft sq or more NOTE 1 Areais not calculated correctly if enclosed lines cross each other 2 If less than three points are found which have been marked the software will show the message 3 Pts required 3 Point numbers and their coordinates and code are shown on the screen but they cannot be edited 4 The function FND M will show a point which has a higher point number and which has been marked So in order to see all marked points one first has to choose STRT and then several times FND M until the text Pt Not Found is shown Standard Survey 800 15 5 Cogo 15 4 2 Area using code The area of a figure enclos
53. d point library allows coordinates of frequently used control points to be saved and accessed by all jobs See Library for details on how to create a fixed point file a ON If the station file option is ON then the fixed point file will be scanned for coordinates of occupied stations and backsight points before prompting for the coordinates when there is not a coordinate for the point in the current job When the same point number is saved both in POINT and PTLIB data base the data in POINTS is recalled and used for occupied station and backsight point b OFF If the station file is OFF the fixed point file is not searched for coordinates of occupied stations and backsight points Prompts The order of prompts in the coordinate entry and editing screens may be selected with this option a N E Z Select N E Z to display prompts in NORTH EAST and ELEVATION order b E N Z Select E N Z to display prompts in EAST NORTH and ELEVATION order NOTE The coordinate output format is always E N Z except in PRINT POINT when GTS 7 Output is selected Output 6 2 The Output option controls the format for downloaded and uploaded data which may be formatted in a number of different formats providing downward compatibility with other TOPCON data collectors The default format for the GTS 800 is the Topcon GTS 7 format If you select GTS 6 then the raw format will be the same as the Topcon GTS 6 instruments a GTS 7 Select GTS 7 or
54. ed by points with a common coding can be computed When recording the points observe them in the correct sequence and give each point the same point code and string number combination No other points should have this combination but other points can be observed in between When the option has been selected the string code screen will be displayed SETUP RECORD EDIT XFER Manteles aml Pt Code String Es E A EE E ME wc F1 F2 F3 F4 F5 F6 Enter the required point code and string number Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings The computed area will then be displayed SETUP RECORD EDIT XFER giele aml Pt Code String Points Area 5309 042 m sq Oo OoOo ML c OO MEN E Fi F2 F3 F4 F5 F6 The number of points and enclosed area are displayed Usually m sq m or sort is used as a unit for the area If the area is 10000 m sq or more then unit is changed to Ha hectare The unit is changed to Ac acre if the enclosed area is 43560 ft sq or more NOTE 1 Area is not calculated correctly if enclosed lines cross each other 2 If less than three points are found in the raw file with the specified Pt Code and String the software shows the message 3 Pts required 15 6 Standard Survey 800 Cogo 15 5 Radiation Select RADIAT
55. from a station the next traverse point is the one occupied first O N For example if the four points 1 to 4 are occupied in the order of the point numbers shown in the diagram then for Diagram a the path will be 1 2 4 3 If the points are occupied as shown in Diagram b the traverse will end at point 2 even though there is a link from 3 to 4 gt 1 If redundant observations are made as in Diagram c the path becomes 1 2 3 4 gt Traverse Route 13 2 Standard Survey 800 Traverse Adjustment SETUP RECORD EDIT XFER sei e Start Pt 118 EI E EIA CEE Fi F2 F3 F4 F5 F6 When the traverse adjustment is selected the start point screen will be displayed Enter the traverse start point SETUP RECORD EDIT XFER sieiei d e End Pt Fixed Pt GE ED E A EOS E EA Fi F2 F3 F4 F5 F6 If the start point is valid the end point screen will be displayed Press ENT key to move the cursor to the next option Enter the observed point number for the end point of the traverse End Pt and a point number with known coordinates for the end point Fixed Pt These point numbers must not be the same Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings SETUP RECORD EDIT XFER Hdalele d e Close Pt Fixed Pt EA AE RA WELL ME EE Fi F2 F3 F4 F5 F6 If the end point has been occupied then the closing point screen is displayed For angles to be adjusted
56. g on the instrument b ZERO Use the ZERO key to set zero on the instrument c CHECK Use the CHECK key to check the coordinates of backsight point by measuring the slope distance When ENT key is pressed the current displayed horizontal angle is recorded as the initial backsight direction along with the computed or manually entered back bearing All coordinate calculations are based on the measured angle between backsight and foresight or side shot A backsight observation over rides the initial backsight direction otherwise the initial value is used in the calculation If no backsight point is entered then the backsight bearing and initial backsight direction are set to zero This assumes the horizontal circle has been set manually and the recorded observations are bearings Once you have set the backsight point number and the back bearing the instrument will be orientated and ready to observe 7 2 2 Multiple point backsight A backsight orientation with a high degree of reliability can be achieved by performing a multiple point backsight By selecting M BKS in the BKS PT screen the following screen will be shown Multiple Backsight d am C C O O CI O Fi F2 F3 F4 F5 F6 Standard Survey 800 7 9 Occupied Point Details On the upper side of the screen a box is shown which will contain the number of the points to which measurements have been performed and the residuals of these measurements The box is e
57. gle measurements or 2 angle and distance measurements have been performed the coordinates of the occupied point can be displayed by pressing NEZ The box on the right will contain point numbers as well as residuals Resection 0 0001 0 1400 0 0100 0 0202 0 0103 0 0003 0 1300 0 0002 0 0001 0 3403 0 0101 sN 0 0005 sE 0 0010 sZ 0 0224 Scale CD E ME EA E E Fi F2 F3 F4 F5 F6 The number of residuals shown depends on the parameters selected Generally the worst observation will have the largest residual This observation can be deleted by placing the bar on this observation using the arrow key and then pressing DEL The observation is removed from the list The coordinates of the occupied point its standard deviation or discrepancies and the residuals of the remaining observations are automatically recomputed By selecting PARAM the parameters which are calculated during resection can be selected The following screen will be shown Resection Calculate level Store res meas Calculate scale Store calc scale Calculate Bkb CDe eer ME AS x9 Fi F2 F3 F4 F5 F6 It is possible to select whether the level of the occupied point a scale factor or the backsight bearing Calculate Bkb should be calculated Furthermore it is possible to select whether the calculated scale or the measurements which have been performed Store res meas should be stored Pressing ENT key when the cursor is at the bott
58. gram will calculate the tolerance value If over the value comparing with manual input value the warning message will display after calculating while measuring The following value he is used to comparing with manual input tolerance he h h 180 h angle of face right h angle of face left NOTE 1 Scale can be entered in the following ranges 0 900000 1 100000 Scale is rounded to 6 decimal places The default scale factor is 1 00000 2 Elevation can be entered in meters only The ranges are as follows 1000 000 10000 000 Elevation is rounded to 3 decimal places The default elevation is 0 3 Tolerance can be entered in the following ranges 0 300 sec 92 59 mgon The default tolerance is 15 sec 4 63 mgon 4 Scale is used in the calculation of coordinates and except COGO menu and the calculation of horizontal distance to the Setout point 5 Calculation of Z coordinate is not influenced even if it is applied to grid factor Standard Survey 800 6 7 Recording Options 6 4 Temperature and Pressure Input TEMP PRES To enter temperature and pressure select the TEMP option in the SETUP menu TEMP PRES Sama RECORD EDIT XFER PROG Temp Press C e Em tr E Fi F2 F3 F4 F5 F6 The temperature and pressure screen will be displayed Enter the temperature value Temp and the pressure value Press Press ENT key to move the cursor to the next op
59. ight angle converted to face left SETUP Eile EDIT XFER PROG Pt No 1001 Ha 40 5650 RH JVA 19 4250 Code ___ sb I Str gt Oo EA EA O A I F1 F2 F3 F4 F5 F6 After the observation is stored the measure screen will appear again with the point number incremented and ready for the next observation Code and reflector height default to the values used for the previous point This allows single key press operation for measurement and recording but requires point number code and reflector height to be entered before measurement a LIB The LIB function allows codes to be selected from the group or layer Press the function key labeled LIB and select a layer from the list displayed SETUP Siue EDIT XFER PROG TREE 8 6 Standard Survey 800 Recording Measurements Use the arrow keys to choose the required layer When the layer you wish to use is highlighted press ENT key and move to the screen selecting code SETUP Eile EDIT XFER PROG VEG Then a second list containing codes for that layer are displayed Select the code from this list Use the arrow keys to choose the required code When the code you wish to use is highlighted press ENT key to select the code and return to the measure screen The code will be automatically placed in the point code field And string number will be updated with the last string used for that code b EDIT The EDIT function is the same
60. ion of the backsight will use all measurements which are shown in the box In order to calculate a backsight bearing of high reliability the following points should be noted 1 the residuals of the horizontal angle should have low values 2 the user shouldn t change the horizontal angle when leaving the main multiple point backsight screen NOTE 1 The measurements can be performed in any order The point numbers shown in the box in the multiple backsight screen will be sorted by horizontal angle 2 Residuals are useful to avoid that observations of low quality will be used for the calculation of the backsight However in case of a small number of observations it is possible that one bad observation influences several residuals 3 In case a point number has more than 6 digits only the last 6 digits will be shown in the box in the multiple backsight screen The point number will be stored using the original number of digits 4 More than one measurement to the same point can be performed In that case the al character is placed behind the point number The average of the measurements to the same point is used for the calculations 5 Equations for the calculation of the residual of the horizontal angle and the backsight bearing are explained in appendix E 6 In case a resection is being performed it is not necessary to perform a multiple point backsight afterwards By selecting Calculate Bkb ON a mul
61. ions The XYZ file should be ON for the TRAV calculation See JOB OPTN SET OUT ROADS TRAV COGO BUILD MONITOR The coordinates for the start and end points must be known If the traverse is a loop traverse then the start point will also be the end point If the coordinates of the initial BKS PT are known the software calculates the bearing from the point data The foresight option must be used to record observations to the traverse points and the observed end point must have a different point number to the known point The known point can be stored in either the fixed point library or the job file To adjust angles the end point must be occupied and a known point observed to measure the closing angle The point number used for this observation must be different from the known point also 117 917 Start Pt 111 H Bks Pt 110 E EndPt 116 P4 Close Pt 117 116 916 SideShots 11 12 13 Known Pt 110 111 Fixed 916 917 Traverse Sample Data Standard Survey 800 13 1 Traverse Adjustment After entering the start and end points the program searches the data file to determine the traverse path The traverse path is determined by the order of stations occupied At each traverse point the program searches for a foresight observation to the next occupied station If one is found this becomes the next traverse point If none is found the traverse ends If more than one foresight point is observed
62. isplayed If an intersection can be computed the points coordinate screen will be displayed Change Pt No or add Elev and Pt code as you like Press ENT key to save the point in the coordinate file Press ESC key to omit saving If there are two intersection points the software shows the message Two Points and displays these coordinates sequentially Standard Survey 800 15 1 Cogo NOTE 1 If both bearing and distance are entered the bearing is used to calculate the intersection 2 If intersection is not in the specified bearing the software creates the intersection point backward 3 The intersection point cannot be saved if the coordinates are not in the range of 9999999 999 to 9999999 999 15 2 4 points Intersection Select 4 INTSCT from the COGO menu INTSECT SET OUT ROADS INVERSE TRAV AREA RADIATE B BOARDS MLM TAPE DIM The coordinate for a point can be computed by the intersection of four known points When the option is selected the intersection screen will be displayed SETUP RECORD EDIT XFER Pt No Line A 1 A 2 PT3 10M Pt No Line B 1 E B 2 Enter the point number in the Pt No field Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings If there is no intersection point the
63. job current and return to the menu If Alignment data exists in a Job the job list can display H V and X behind the job name H Horizontal Alignment data V Vertical Alignment data X Cross section data C Cut Fill Report data 5 2 Standard Survey 800 Job Files amp Job Creation 5 3 Delete a Job To delete a job from the internal memory select DEL from the file menu NEW SYS OPTN OPEN JOB OPTN Isi SCALE TEMP PRES As with the open file the display lists all the files stored in the internal memory The current job is displayed on top of the screen Sama RECORD EDIT XFER PROG Current Job DEFAULT Select Job E E A dp MEA ee F1 F2 F3 F4 F5 F6 To delete a job from the internal memory move the hi light bar to the required file and press ENT key Sa RECORD EDIT XFER PROG Delete Job TRAV AE SE CJ Ooo ES O E ME Fi F2 F3 F4 F5 F6 ALL Delete all files PTS Delete Points file HAL Delete Horizontal ALignment file VC Delete Vertical Curve file XSEC Delete Cross section Alignment file PTLIB Delete Fixed Point Library PT LIB CUTS Delete Set out coordinates file Standard Survey 800 5 3 Job Files amp Job Creation The prompt Are you sure will be displayed Press OK or ENT key to delete the file or CANCL or ESC key to return to the menu without deleting the file The current job cannot be deleted if you select ALL NOTE If points file
64. key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings The program will search the file for the element and its position at the IP with that chainage if it exists or the IP after if none exists New IP s must be added with the DEF VC option Standard Survey 800 14 7 Roads 14 8 Standard Survey 800 Cogo 15 Cogo The COGO menu contains a number of coordinate geometry functions 15 1 Intersection Select INTSECT from the COGO menu SET OUT ROADS INTSECT 4 INTSECT INVERSE TRAV AREA 610 619 RADIATE B BOARDS MLM TAPE DIM The coordinate for a point can be computed by the intersection of two known bearings a bearing and distance or two distances When the option is selected the intersection screen will be displayed SETUP RECORD EDIT XFER Manteles aml From Pt No Bearing 1532409 Distance EDO EH E O ecl E F1 F2 F3 F4 F5 F6 Enter the point number in the From Pt No field and enter a bearing or distance in the appropriate field Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Enter the same details for the second bearing Press ESC key to exit the screen without saving the settings If there is no intersection point the message No Intersection will be d
65. lculated using the following equations el HD calculated using measurements HD calculated using known coordinates where HD12 denotes the horizontal distance between the first and second point In case 3 or more distance measurements or 4 or more angle measurements have been performed the standard deviations will be displayed instead of the discrepancies On the upper side of the screen a box is shown which will contain the number of the points to which measurements have been performed and the residuals of these measurements The box is empty since no measurements have yet been performed Press ADD to add a new measurement to the list of resection measurements The following screen will be shown Resection d um Pt No 2000 Ha 40 5650 R Ht Iva 19 4250 sp Eo O C O O Cc Cc Fi F2 F3 F4 F5 F6 Enter the correct point number By pressing MODE the measuring mode can be changed By selecting MEAS a measurement will be performed but this measurement will not be saved and will not be used for the resection calculation In order to perform a measurement which will be added to the list of measurements select ENT key If the coordinates of this point are still unknown the user will be asked to enter these coordinates Again the main resection screen will be shown but now the point number to which has been measured is shown in the box Standard Survey 800 7 3 Occupied Point Details 7 4 In case 3 an
66. lection may be combined Cross Section Surveys Cross sections may be surveyed with input of chainages and memory of code sequences Points collected may be downloaded in chainage offset and level format Offsets A single offset option is activated by a function key and allows manual entry of perpendicular offsets or calculated offsets including remote elevation from a second angle reading Point Coordinate and String Generation Coordinates are generated in real time with optional storage Stored coordinates are recalled at occupied stations and used for back bearing calculation Point code defined in the library as aline can be downloaded as lines in DXF format A point its coordinates with respect to a reference line can be determined Standard Survey 800 1 1 Introduction Horizontal Circle Setting Backsight bearings may be set on the instrument from calculated coordinates or manual input Manual bearing input may be either Whole Circle Bearing or Quadrant format Control Point Coordinate Library Separate control point library is accessible by all jobs for storage of frequently used coordinates Control point file may be entered manually or uploaded from computer Point Code Library Point codes may be selected from the library file Edit Data Raw data point coordinates control point coordinates and codes may be edited within the GTS 800 key panel If raw data is edited the previous one is marked as invalidated da
67. mat only A 3 Appendix A Interface A 5 Data Structure GTS 7 format IC1IC2 C3 Cn CRILF C1 Cn Please refer Appendix B Data Format The characters CR ODH and LF OAH add to the end of the data GTS 6 and FC 5 format STX Data 1 Data 2 Data 128 Block No B C C ETX CR LE STX 02H Indicates the start of a data block Data 1 Data 128 When the length of the data in the last block is less than 128 characters some SPACE 20H characters are added as padding so that the data length becomes 128 bytes Block No 0 30H to 9 39H is assigned to each block consecutively The first block is assigned as 0 B C C 3 digits Block check characters which is applied to DATA and block number Refer to How to make BCC in the following chapters The characters ETX 03H CR ODH and LF OAH add to the end of the data A 4 Standard Survey 800 Appendix A Interface A 6 Communication Protocol Download Data GTS DATA DATA X OFF X ON DATA DATA EOT Upload Data GTS 7 and GTS 6 Format GTS DATA DATA X OFF X ON DATA DATA EOT Standard Survey 800 gt gt gt gt gt Computer Select SEND RAW or SEND XYZ in the GTS application menu to start sending data If X ON X OFF is selected for protocol
68. message No Intersection will be displayed If an intersection can be computed the points coordinate screen will be displayed Change Pt No or add Elev and Pt code as you like Press ENT key to save the point in the coordinate file Press ESC key to omit saving 15 2 Standard Survey 800 Cogo 15 3 Inverse To compute an inverse select INVERSE from the COGO menu PROG ROADS 4 INTSECT ROADS INVERSE TRAV AREA 610 69 RADIATE BUILD MLM MONITOR The inverse option computes bearing and distance between two points When the option is selected the inverse screen will be displayed SETUP RECORD EDIT XFER Manteles e From PT To Pt NENNEN Cx XI Xt Wc ED F1 F2 F3 F4 F5 F6 Enter the two points numbers in the From Pt and To Pt fields of the screen Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings If the coordinates for both points are known then the screen will show the computed bearing and distance If the coordinates for either point are not known they must be entered manually before the bearing and distance can be computed SETUP RECORD EDIT XFER leie Mm Pt No PT1 North East Elev Pt Code Oo EA EA O ee D Fi F2 F3 F4 F5 F6 Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the
69. mpty since no measurements have yet been performed Press ADD to add a new measurement to the list of multiple point backsight measurements The following screen will be shown Multiple Backsight rd am Pt No 2000 HA 40 5650 R Ht VA 19 4250 EIN GD OO EE 66 3 F1 F2 F3 F4 F5 F6 Enter the correct point number By pressing MODE the measuring mode can be changed By selecting MEAS a measurement will be performed but this measurement will not be saved and will not be used for the calculation of the backsight In order to perform a measurement which will be added to the list of measurements select ENT key If the coordinates of this point are still unknown the user will be asked to enter these coordinates Again the main multiple backsight screen will be shown but now the point number to which has been measured plus the residual of the horizontal angle is shown in the box Multiple Backsight el 0 0001 CD Os iL 2 E E E F1 F2 F3 F4 F5 F6 Generally the worst observation will have the largest residual This observation can be deleted by placing the bar on this observation using the arrow key and then pressing DEL The observation is removed from the list The residuals of the remaining observations are automatically recomputed Standard Survey 800 Occupied Point Details The backsight bearing will be calculated and set by pressing ENT key the display will return to the main menu The computat
70. n X Y Zi X2 Y Z5 To those points angles and distances have been measured Hi Vi SD H2 V2 SD2 First the coordinates of the occupied point will be calculated Xo Yo Zo next the residuals AH AV ASD AH AV ASD will be calculated using the following equations h tan fic Yo h tan P7 Yo EE X Xo X Xo o LU DUT s H3 n Zi Zo Lo Zo E 1 _ 1 v tan y X eX Y Yo V tan A X Xy Y Xy Shen AH h Hu e AH h H e ASD X XY Y Y Z Z SD AV v V AV v V E 2 Scale The same notation will be used as in paragraph E 1 Scale A is calculated as follows HD SD sin V HD SD sin V A X Y Yy us NEO A HD AD q q tat n This scale factor is used to recompute the occupied point coordinates Xo Yo Zo Standard Survey 800 E 1 Appendix E Resection calculations E 3 Backsight orientation E 2 The same notation will be used as in paragraph E 1 The parameter c is calculated which will be subtracted from the current horizontal angle in order to set the correct angle This parameter is calculated as follows X X X X h tan ae O h tan L2 0 jus Y Y Y Y AX X X4 Y Y cos h H AX X X Y Y cos h H AY X X O Y Y sin h H AY X Xo
71. nged between sets you must record a complete set of foresight observations and a backsight observation for each change in the horizontal circle otherwise the average angle calculated will not be correct SETUP iae EDIT XFER PROG Pt No 1001 Tun 40 5650 RH CL VA 19 4250 Code en 1 8B Iso se E ES uec x3 Fi F2 F3 F4 F5 F6 a LIB The LIB function allows codes to be selected from the point code library Press the function key and a pick list of layers will be displayed Pick a layer from the list and the codes for that layer will be displayed 8 4 Standard Survey 800 Recording Measurements Codes can be selected by pressing the key shown beside the code on the numeric keypad or by using the arrow keys to highlight the required code followed by pressing ENT key The code will be automatically placed in the point code field b FACE When the Face option is selected the GTS 800 will reverse the face and after each observation automatically rotate to previous point in the set by using servomotor When observations have been made to all points in the set it will point to the backsight point Standard Survey 800 8 5 Recording Measurements 8 3 Side Shot Observations SS OBS The side shot intermediate site option allows recording of points with automatically incrementing point numbers Side shot observations are not averaged and coordinates are computed using the last recorded backs
72. nges Standard Survey 800 Roads 14 Roads The Road menu contains the alignment design functions 14 1 Define Alignment To define an alignment select DEF AL from the ROADS menu If you want to know how to calculate an alignment please see Appendix D DEF AL ED AL DEF VG ED VC ROADS The alignment consists of a set of elements made up from a start pt pt straight arc or spiral The define option will prompt for the start details and then continue to the main input routine SETUP RECORD EDIT XFER see am Chainage 1000 East 1100 000 North 1050 000 O O O Cy C C Fi F2 F3 F4 F5 F6 The start element consists of the starting chainage and the easting and northing of the start point Enter these details in the screen Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings Standard Survey 800 14 1 Roads SETUP RECORD EDIT XFER Biel Laa Chainage 1000 000 Bearing 0 000 CO O CO Co C O Fi F2 F3 F4 F5 F6 The main input screen will be displayed It consists of the current chainage and bearing with function keys to create new elements Select from STR straight ARC arc TRNS spiral transition and PT point Select one of the function keys and enter the details to create each element in the alignment Press
73. nt setout with the design coordinates and setout coordinates and shows cut or fill height NOTE Road Alignment Setout and X SECTS data can not print CUT FILL reports Standard Survey 800 6 5 Recording Options a ON Set to ON to save coordinates Coordinates are saved when ENT key is pressed in any of the setout options b OFF Set to OFF if you do not wish to save the setout coordinates 6 3 Scale Factor SCALE Measured horizontal distances are multiplied by the scale factor in coordinate calculation The scale factor to be used may be entered with this option The raw data is not altered by the scale factor TEMP PRES To enter a scale factor select SCALE from the SETUP menu Saa RECORD EDIT XFER PROG Scale Moooooo Elevation m 0 000 Tolerance CD E E VE PEO E Fi F2 F3 F4 F5 F6 Enter the scale factor Scale and mean elevation Elevation into the screen Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings The downloaded raw data in GTS 7 format will contain a scale factor record The following grid factor f is used to calculate coordinates f f R R h f Scale h Elevation R The Radius of the Earth 6 372 000m 6 6 Standard Survey 800 Recording Options When measuring face left and right the pro
74. nt tape If this line is at the left hand side of the reference line press LEFT If this distance is at the right hand site of the reference line press RIGHT Last pt GE P Gad AD EE ee SES de E Fi F2 F3 F4 F5 F6 A screen will be shown in which the distance can be entered in meters Also the number of the point that will be created and its code can be defined Distance left Lio2ig Pt No Pt Code 17 2 Standard Survey 800 Tape dimensions If ENT key is pressed the new line plus the reference line are graphically displayed Again LEFT or RIGHT can be pressed to create another point There are two ways to return to the main menu 1 Press ESC key in case you have measured an open polygon All points defined are automatically stored 2 Press END in case you have measured a closed polygon The closing error the distance between the last point and the first reference point will be displayed Press OK to store all points defined and to return to the main menu Press CANCL in case the closing error is too large The question Delete calculated points will be shown Press YES if you want to return to the main menu without storing the coordinates NOTE 1 The reference line and the lines defined by offsets are graphically shown only in case at least one offset has been entered 2 To use the Tape dimension program Prompt Bks and XYZ File in JOB OPTN should be turned O
75. om line results in returning to the main resection screen saving the changes made and re calculation of the occupied point residuals and the required parameters Standard Survey 800 Occupied Point Details Pressing ENT key in case the main resection screen is shown will result in leaving this screen and saving of the coordinates of the occupied point In case Store res meas was turned on in PARAM the measurements which have been performed and which are shown in the box will be saved as well In case Calculate Bkb in PARAM was turned on the backsight bearing will be calculated and set by pressing ENT key and leaving the main resection screen The computation will use all measurements which are shown in the box In order to calculate a backsight bearing of high quality 1 the residuals of the horizontal angle should have low values 2 the user shouldn t change the horizontal angle when leaving the main resection screen NOTE 1 The measurements can be performed in any order The point numbers shown in the box in the main resection screen will be sorted by horizontal angle 2 When 3 points are used for resection using angle measurements only you must consider the danger circle P2 eg If Pi P2 P and Occpt fall on the circle P P3 the result can not be computed If the point is near the circle then the result is unstable Occpt 3 Residuals are useful to avoid that observations of
76. or the job Change the options to suit your practice To change the options use the and Y arrow keys to scroll through the values Press ENT key to move the highlight bar to the next option Press ENT key when the highlight bar is on the bottom line of the screen to exit and save the changes Select RECORD to display the recording options From the RECORD menu select OCC PT to enter the occupied point details Enter a point number instrument height and point code then press ENT key to return to the menu Select BKS PT to enter backsight point details if required Select either BS OBS to record the backsight angle FS OBS to record a foresight point or SS OBS to record a series side shot or intermediate sight observations EXIT Press EXIT to quit the software NOTE 3 2 Sometimes the software does not start 1f the data files in internal memory are protected or renamed If the software fails to open data files the following messages may be displayed Error in Fix Pt File This message is shown when either the file FIXED PTS FIXED PTN or FIXED COD is missing or protected Delete these 3 files to initialize the fixed point data Error in Code Lib This message is shown when either the file DEFAULT LIB DEFAULT LYR or DEFAULT SYM is protected or corrupted Delete these 3 files to initialize the library Job xxxxxxxx CORRUPTED If the current job is corrupted or one of the files is missing or protected then the progr
77. ord preceding a backsight or foresight observation record takes the format required for a traverse Standard Survey 800 C 1 Appendix C Instructions for Recording MOSS Traverse Survey MOSS imposes strict procedures on the traverse files and these must be followed when recording the data In general the following rules should be followed O The first traverse record after the occupied point must be the backsight observation O Distances must be measured on backsights observation except to the initial backsight point Multiple backsight and foresight observations should follow the pattern BS FS BS FS Only one foresight station can be observed from each traverse station The first backsight observation can be made as an angle only measurement in which case the traverse record will contain the horizontal angle and the reference bearing in field 8 a coordinate for the backsight point is not required in this case The recording mode specified in each occupied station record is determined by the following observation the default is SDVA An example of a traverse survey SURVEY TEST2 017 DMS 190 DECR 0900000 180 0001 1000 000 1000 000 100 000 200 0001 SDVA 1 500 1 000000 201 TRAV 0000000 0000000 201 TRAV 0101 0450000 100 000 0900000 1 500 200 0101 SDVA 1 500 1 000000 201 TRAV 0001 0000000 100 000 0900000 201 TRAV 0102 2700000 100 000 0900000 1 500 200 0102 SDVA 1 500 1 00
78. ordinates are shown and OK should be pressed Next the distance from this intersection point to the first batterboard point and the distance from the intersection point to the second batterboard point are shown Batter Boards Dist to BB point 1 3 08 Dist to BB point 2 6 92 CO C CO O CO O F1 F2 F3 F4 F5 F6 A B BB1 Y 1 m m E L RESCH gt m gt E ot _ s A Two setout points S1 and S2 are selected and one side of the batterboard is measured BB1 B The other side of the batterboard is measured BB2 The intersection point of the batterboard and the line connecting SI and S2 is calculated Next the distance D1 from BBI to intersection point and the distance D2 from BB2 to intersection point are calculated 16 4 Standard Survey 800 Batterboards Now there are two possibilities 1 Use a measuring tape to mark the intersection point on the batterboard Press CANCL to leave the batterboard program 2 Setout the intersection point Press OK If OK is pressed the intersection point can be setout Req 41 1427 View 2 Turn 78 3552 Away 3 127 H o III O gt E Fi F2 F3 F4 F5 F6 The setout of this intersection point is identical to Point Setout which is discussed in paragraph 12 2 except for two differences 1 Automatically the intersection point is chosen for setting out 2 CUT i
79. own and a measurement must be performed In the next screen the results will be displayed At the left side the two point numbers of the missing line are displayed At the right sight the horizontal distance dHd the vertical distance dVd and the slope distance dSd are shown 15 8 Standard Survey 800 Cogo dHd 0 044 dVd 1 099 ee dSd 1 100 From pt 3 Oo O O DO 0 D F1 F2 F3 F4 F5 F6 Press OK to return to the menu NOTE 1 dVdis defined as the height of the second point minus the height of the first point Due to this reason dVd can be negative dSd is defined as the length of the missing line dHd is defined as the length of the projected missing line in the horizontal plane dSd and dHd are always positive 2 The calculated data is stored in the raw data file Standard Survey 800 15 9 Cogo 15 10 Standard Survey 800 Batterboards 16 Batterboards When setting out points particularly for building plots it is usually necessary to mark a point with an offset so that the point can be re established after work has been carried out in the work area In this case batterboards can be used the intersection point of a batterboard and the line that connects two points that have to be set out can be marked Later the intersection points are used by pulling a string line between these points In this way the required points can be reconstructed Select B BOARDS from the BUILD menu In ca
80. point the fixed point file is searched If the point is found in the fixed point library those coordinates are used and written into the raw data as though they were entered manually If no point is found in the fixed point library then the coordinates must be entered manually Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings The fixed point library may be created by uploading points from a computer similar to uploading job coordinate files or may be created manually by the edit fixed point option Standard Survey 800 Job Files amp Job Creation 5 Job Files Job Creation To create a new job open an existing job or delete a job select JOB from the SETUP menu SYS OPTN JOB OPTN SCALE TEMP PRES 5 1 Create a New Job Select NEW to create a new job JOB NEW JOB OPTN DEL SCALE TEMP PRES New Job Job TOPO1 Description SAMPLE Name Instrument GX0005 ECO C X O EI EI Fi F2 F3 F4 F5 F6 Enter the new job name A job name has a maximum of 8 characters and should be made up from the letters A Z numbers 0 9 and the minus sign only A job name can not contain a space or any of the special characters The minus sign cannot be entered as the first character of the job name Press ENT key to move the cursor to the next option
81. pt is computed assuming a horizontal surface at the level of the measured point 12 14 Standard Survey 800 Set Out The offset from the measured point to the computed point is displayed SETUP RECORD EDIT XFER Mai9 CB a 0 352 View 3 gt 0 873 O Gui uci 2 E UA RO MRE X E F1 F2 F3 F4 F5 F6 Computed 1st trial iu a en Fr Hinge point of design _ Take a second shot at the computed point A new point is computed based on the intersection of a line joining the two measured points and the slope The offset to the newly computed point is en Second measured E M gt s a SH displayed isttrial Position Further observations will refine the surface approximation and the computed offsets will become close to zero NOTE 1 A ground surface cannot be computed if the same point is measured twice 2 Anintersection cannot be computed if the ground surface passes through the hinge point 3 The cut is not displayed because the cut at the computed point is zero 4 The ANGLE display cannot be used Standard Survey 800 12 15 Set Out 12 16 Standard Survey 800 Traverse Adjustment 13 Traverse Adjustment To adjust a traverse select TRAV from the program PROG menu The Bowditch compass rule adjustment method is used to adjust a recorded traverse The traverse is defined by entering start and end points and the intermediate points are determined from foresight observat
82. r to the first offset and an offset in vertical direction This screen is identical to the offset screen when PTL mode is not selected e PTL A point to line measurement PTL will indicate line offset and elevation of a point R2 P1 Reference line A reference line is defined by the points RI and R2 The point to line measurement of Pl Set Out The left and right slopes may be entered for both cut and fill Enter the required slopes using positive numbers for both cut and fill The software selects the appropriate slope from the table depending on whether the situation is on the left or right and in cut or fill Cut or fill is determined by the estimated level at the offset of the hinge point If the level is above the level of the hinge then the cut slope is used otherwise the fill slope is used Press ENT key to accept this data SETUP RECORD EDIT XFER WHO e Select Left or Right Ct E Fill AAA Oo X 129 MEA et x9 Fi F2 F3 F4 F5 F6 Then select LEFT or RIGHT SETUP RECORD EDIT XFER H O d e T EA gt DJ Cut DL Gs OS MAS Oo Oo Ooo ODO E MEA F1 F2 F3 F4 F5 F6 Select OFFS and change to offset display Angle display is not updating when slope setting out Sight a point near where it is estimated the slope will intercept and press MEAS to take the first trial shot The appropriate slope is selected from the data entered in the preceding step The first interce
83. result is used to make EXCLUSIVE OR with the next character 1 00110000 Ser 00110001 00000001 Standard Survey 800 A 7 Appendix A Interface Repeat the same procedure until reaching to the last character 00110000 SECH 00110011 00110010 A 00110100 00000110 6 00110110 00110000 g 00111000 00001000 a 0100000 0100100 E 0100010 00001100 The final result 00001100 is converted to decimal 012 thus the BCC in this case is as follows B C C 012 A 8 Standard Survey 800 Appendix B Data Format Appendix B Data Format Standard Survey Software 800 can send and receive a number of different data types The format of each is determined by the Output you select in the SYS OPTN Refer to the table listed below ome F COH DIN ee pons B j s E bp o p vn s E imer pn M iBe c Receive Poms P v DIS de iir qoe E e Jusen Fr j Fr Werticalcuve a a Je sections D D p e a oO m m c D IO In m Ir ir O lO ir oo IO m m r Ir Jo lO 2 lt A GTS 7 Raw Data File Format The format of the GTS 7 data is the same as the Standard Survey Software GTS 700 The general format of each record is CONTROL WORD field1 fieldn Where CONTROL WORD is terminated by a space Fields 1 to n 1 are terminated by commas Field n is
84. rom the measured data after each measurement separately When the raw data is edited the coordinate data may require recomputation The coordinate data is automatically recomputed when any output option is executed after editing raw data For example the following changes to the raw data will result in the corresponding changes to the coordinate data after recomputation 1 Occupied Point No The coordinates of points observed from this point will be recomputed using the new Occupied Point data 2 Back Sight Point No The coordinates of points observed from this station will be recomputed using the new backsight bearing 3 Instrument height 4 Target height Z coordinates will be recomputed using the new Instrument height or the new Target height 5 Offsets The coordinates of a point will be recomputed using the new offset values 6 Point code or String Number The strings are regenerated for all points Remarks After editing the Raw Data the coordinates are not directly recomputed The coordinates are recomputed ONLY WHEN an output of coordinate data option is executed This is in order to maintain the efficiency during the measuring or editing operation Operation XFER SEND POINTS or DXF COM or CARD XFER PRINT POINTS COM or PRN Re compute coordinate is displayed during the recomputation and when it is completed Ready is displayed OK F4 Actual download can be started
85. row of the screen When a prompt requiring an OK CANCL reply is displayed you can press OK or ENT key to reply OK and press CANCL or ESC key to reply CANCEL lt GTS 800A only gt The key enables you to aim the prism automatically if the prism is within the predefined area The extent can be changed which is also included in the key menu 2 2 Menu Selection Sama RECORD EDIT XFER PROG SYS OPTN JOB OPTN SCALE TEMP PRES COD CD E y EZ Fi F2 F3 F4 F5 F6 The main menu is displayed across the top line of the screen Sub menus are displayed as pop down menus Use and keys as defined on the bottom of the screen to move between main menu options Use 4 and y keys to move the highlight bar on the sub menu Press ENT key to select the highlighted sub menu option If the sub menu option has further options they will be displayed to the side The side menu will be displayed when ENT key is pressed Use AM and Y keys to move the highlight bar and press ENT key to select the option Press ESC key to return to the higher level menu Standard Survey 800 2 1 General Information 2 3 Job Status Display SU RECORD EDIT XFER PROG Le Job Name DEFAULT SYS OPTN OCC Pt A1 JOB OPTN BS Pt A2 SCALE FS Pt 115 TEMP PRES SS Pt 14 Space 183296 Cs fec AEEI cQ 5 E F1 F2 F3 F4 F5 F6 The following job status is displayed in the main menu screen Job Name
86. s defined in the CODE LIB the data is sent according to the codes See E Point Code Format e g 0 SECTION 2 ENTITIES 0 INE B 4 Standard Survey 800 Appendix B Data Format 10 991 237554 20 1002 760173 30 1 555728 11 993 299368 21 1014 384114 31 2 350872 POINT 8 0 10 1000 000000 20 1000 000000 30 0 000000 0 ENDSEC 0 EOF 0 ENDSEC 0 EOF D Cross Section Format The format for downloaded and uploaded cross sections is as follows chainage offset level code 000 4 501 18 527 000 3 500 18 553 000 0 000 18 658 CLO1 0007345007 18 553 000 5 501 18 493 2 669 4 501 18 029 12 669 3 500 18 059 12 669 0 000 18 164 CL01 12 2 3000000 669 3 500 18 059 069 5 50T 17 999 Standard Survey 800 B 5 Appendix B Data Format E Point Code Format Code files for uploading to the point code library should have a single code per line with optional entity number and layer name i e each entry is terminated by CR LF CODE ENTITY LAYER The entity defined in CODE LIB are 0 Point omitted from DXF 1 Point 2 Line 3 Polyline The default entity is 1 and the layer is 0 when the code is not defined in CODE LIB e g REE 1 VEG ENCE 2 BDY L 2 CL P 2 ROAD UTTER 2 ROAD ATH 2 PATH RAIN 2 DRAIN 1 CONTROL 1 DRAIN I UTELITY ER 2 UTILITY 1 UTILITY HIS 1 UTILITY ROCK 2 NS
87. s not shown at the screen NOTE 1 If the intersection point is not on the batterboard the message point not on Batter Board is shown on the screen 2 In case a batterboard is used twice and its position hasn t changed it is not necessary to re measure the sides of the batterboard Use the same number for the sides of the batterboard 3 The error message Invalid value is shown if the batterboard and the line connecting the two setout points are parallel 4 The coordinates of the calculated intersection point are recorded in the coordinate file The number of this intersection point is compared to the highest existing number incremented by one Standard Survey 800 16 5 Batterboards 16 2 Batterboards using one side Press S O in case you want to measure only one side of the batterboard Batter Boards BB point 2 E CD E Gre EM Be ED F1 F2 F3 F4 F5 F6 The following screen will be shown Batter Boards dum l MA LO MES CD ES E CO AE E Fi F2 F3 F4 F5 F6 D1 indicates the distance from the pole to the intersection point This is still an approximate distance Move the pole along the batterboard and press MEAS D1 now indicates a precise distance The intersection point is found when D1 equals zero If the function key F4 is labeled FINE a distance will be measured in the fine mode The F4 key will toggle between FINE mode and CRS mode CRS is a coarse mode If the function key
88. s which will be displayed depends on the measuring mode and whether level is calculated 10 When 2 points are used for resection using 2 angles and one distance measurements you must measure shorter distance If you measured longer distance you can not get the correct result The residual of SD should have high values Standard Survey 800 Occupied Point Details 7 1 2 ELEV Station Elevation If the elevation of a point to be occupied is not known but a point of known elevation can be observed then the station elevation can be computed To compute the occupied point elevation select ELEV from page 2 of the occupied point menu Occupied point el Pt No Bo 1 Ha 40 5650 R Ht _ VA 19 4250 SD CES el CoD CD E EE E Fi F2 F3 F4 F5 F6 Enter the point number for the known point and the target height If there is no coordinate for the point the coordinate entry screen will be displayed Enter the coordinates and press ENT key to save the information The measure screen will be displayed Press ENT key to record the observation The coordinate entry screen will be displayed Enter the easting and northing if required The computed elevation will be shown 7 2 Backsight Point Input Screen After entering the occupied point details you may want to enter your backsight station details The backsight point screen is used to set the backsight point and backsight bearing Select BKS PT from the RECOR
89. se the occupied point has not been defined the program will automatically show the Occupied Point Input screen which is described in paragraph 7 1 If the backsight point has not been defined the program will automatically show the Backsight Point Input screen which is described in paragraph 7 2 The first setout point is now required Enter the number of this setout point and press ENT key Batter Boards Setout point 1 Tf this point is not known the program will ask for its coordinates Standard Survey 800 16 1 Batterboards Next the second setout point is required Enter the number of the second setout point and press ENT key Batter Boards Setout point 2 33 EI EI ED MO MEI E F1 F2 F3 F4 F5 F6 If this point is not known the program will ask for the coordinates of the second setout point Now one side of the batterboard should be measured it doesn t matter whether this is the right or the left side of the batterboard Position the reflector above this side of the batterboard enter a number for this point BB point 1 and press ENT key Batter Boards BB point 1 E 3 3 Gi uo y CL E F1 F2 F3 F4 F5 F6 If this point is not known the text Pt Not Found is displayed Press CANCL to re enter the first batterboard point number or OK Batter Boards Pt Not Found OOo E E wx uc Fi F2 F3 F4 F5 F6 16 2 Standard Survey 800 Batterboards By pressing O
90. sed This allows an offset measurement to be recorded without any additional functions Press ESC key to return to the initial measurement screen Standard Survey 800 8 1 Recording Measurements MODE This allows you to choose the measurement mode EDM mode and measure repeat mode e Meas Mode H V SD or HIV or H HD VD The measurement mode determines the type of data recorded H horizontal angle V vertical angle SD slope distance HD horizontal distance VD vertical height difference Select H V SD or H HD VD if you need to record in distance mode e EDM mode FINE or COARSE e REP mode SINGLE or REPEAT NOTE Display XYZ The coordinates are displayed when you record H V SD or H HD VD data for FS OBS SS OBS X SECT in case you select XYZ File is ON in JOB OPTN and Display XYZ is ON in SYS OPTN SETUP EDIT XFER PROG Remarks It is not possible to cancel the recording of XYZ data in this display even if you press the ESC key Oo Kg Oo l e OoOo UE Fi F2 F3 F4 F5 F6 ALPH NUM F1 ALPHV NUM F1 toggles between alpha numeric modes When the label shows ALPH the mode is alpha and when NUM is displayed the mode is numeric P2 P2 selects page 2 of the function key menu NOTE The NOTE function allows the addition of a note record Press P2 and then NOTE to enter a note at any time during recording 8 2 Standard Survey 800 Recording Measurements 8 1 Back Sight Observa
91. ta in the downloaded file Download to Serial Port or Card Drive Raw data coordinates and cross sections can be sent to a computer using a serial cable or directly copied to the card drive The format can be selected from default GTS 7 GTS 6 FC 5 or MOSS GENIO Download DXF Files Points and lines generated in recorded data may be downloaded in DXF format with layers defined by point codes Printed Reports Raw data coordinates and cut fill reports may be downloaded for printing from serial port or parallel port Upload from Serial Port or Card Drive Coordinates for set out and control point coordinates may be uploaded from a computer using a serial cable or directly copied to the card drive in default GTS 7 GTS 6 or MOSS GENIO format 1 2 Standard Survey 800 Upload Point Codes from Serial Port or Card Drive The point code table may be created by uploading codes from a computer Upload Roads design data from Serial Port or Card Drive Horizontal alignment data Vertical curve data and Cross section data for Alignment set out may be uploaded in GTS 7 format Point Setting Out The standard setting out program computes bearing and distance and displays offsets to set out point after each measurement Coordinates of points as set out may be saved and differences down loaded in the cut fill report Note that the scale factor defined under the SETUP will be used in the calculation of setting out distances Points with
92. terboards Tape Dimention MONITOR Menu Structure Diagram 2 Standard Survey 800 SERVO TOTAL STATION GTS 800 AUTO TRACKING TOTAL STATION GTS 800A AUTO TRACKING PULSE TOTAL STATION GTS 8000A STANDARD SURVEY 800 TOPCON POSITIONING SYSTEMS INC TOPCON SOUTH ASIA PTE LTD 7400 National Drive Livermore CA 94551 U S A Blk 192 Pandan Loop 07 01 Pantech Industrial Complex Singapore 128381 Phone 925 245 8300 Fax 925 245 8599 www topcon com Phone 62780222 Fax 62733540 www topcon com sg TOPCON CALIFORNIA TOPCON AUSTRALIA PTY LTD 3380 Industrial Blvd Suite 105 West Sacramento CA 95691 U S A Unit 18 4 Avenue of Americas Newington NSW 2127 Australia Phone 916 374 8575 Fax 916 374 8329 Phone 02 8748 8777 Fax 02 9647 2926 www topcon com au TOPCON EUROPE POSITIONING B V TOPCON INSTRUMENTS THAILAND CO LTD Essebaan 11 2908 LJ Capelle a d IJssel The Netherlands 77 162 Sinn Sathorn Tower 37th Fl Phone 010 458 5077 Fax 010 284 4949 www topconeurope com Krungdhonburi R d Klongtonsai Klongsarn Bangkok 10600 Thailand IRELAND OFFICE Phone 02 440 1152 7 Fax 02 440 1158 Unit 69 Western Parkway Business Center TOPCON INSTRUMENTS MALAYSIA SDN BHD Lower Ballymount Road Dublin 12 Lreland A Phone 01460 0021 Fax 01460 0129 E EE E pn amp Do Ke Ampang Putra aman Ampang Hilir uala Lumpur TOPCON DE UTSCHLAND G m b H Phone 03 42701068 Fax 03 42704508 iesserallee 31 illich Phone 02154 885 100 Fax 02154 885 111
93. tion Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings NOTE Temperature and pressure are just stored in the raw data and never affect the GTS 800 parameters nor PPM calculation 6 8 Standard Survey 800 Occupied Point Details 7 Occupied Point Details 7 1 Occupied Point Input Screen Occupied point details are entered by selecting OCC PT from the RECORD menu The occupied point is normally entered each time the instrument is set up and before you begin observations Select OCC PT and the occupied point screen will be displayed Occupied point el Occ Pt Ins Ht 1 520 Pt Code Oo oOo Lec WC E F1 F2 F3 F4 F5 F6 Enter the point identifier for the occupied point Occ Pt maximum 8 characters the height of instrument Ins Ht and the point code Pt Code Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings If the XYZ FILE flag is ON and coordinates do not exist in the point file or fixed point file then the coordinate entry screen is displayed Standard Survey 800 7 1 Occupied Point Details SETUP Eee EDIT XFER PROG Pt No North East Elev Pt Code aure De GEN A O ME EE F1 F2 F3 F4 F5 F6 Enter the e
94. tions BS OBS The backsight angle is measured with the Prompt BS OBS option Only a horizontal angle is required for internal coordinate calculations however the mode may be set to record distances also Press ENT key and the displayed horizontal and vertical angles will be recorded The previously entered backsight point number is recorded automatically No coordinate is computed for the backsight point SETUP Eee EDIT XFER PROG Pt No 1001 Ha 40 5650 RH Tva 19 4250 EH LL Hec nile Wl cL Fi F2 F3 F4 F5 F6 When a backsight angle is recorded the angle will be used in subsequent coordinate calculations Standard Survey 800 8 3 Recording Measurements 8 2 Foresight Observations FS OBS The foresight option is used to record observations to the next traverse point or for collecting a set of foresight points with multiple observations for averaging An unlimited number of observations can be made to each foresight point with a maximum of 16 foresight points in a set After collecting a set of foresights the GTS 800 will automatically reverse face and point to each point in the set in reverse order then return to the backsight point when the FACE option is selected Both foresight and backsight observations are averaged after converting to face left and coordinates are computed based on the averaged angles When collecting multiple foresight points and the horizontal circle is cha
95. tiple point backsight will be performed using the resection measurements Standard Survey 800 7 11 Occupied Point Details 7 12 Standard Survey 800 Recording Measurements 8 Recording Measurements To record measurements select a measurement type from the RECORD menu The measurement types available are BS OBS backsight observation FS OBS foresight observation and SS OBS sideshot observation SETUP ERJA EDIT XFER PROG Pt No Diop Inn 40 5650 RH DD VA 19 4250 Code I Is Example FS OBS E O OO O eger F1 F2 F3 F4 F5 F6 These are 2 options for the measurement process 1 ENT Using ENT key allows a recording with single key press but point number code and reflector height must be entered before measurement When ENT key is pressed without first taking a measurement measurement is initiated and the data recorded at the completion of the measurement process 2 MEAS ENT MEAS initiates the measurement process and will display measured data but the data is NOT YET stored in the job file The point number code and reflector height may be entered after the measurement process is completed Press ENT key to save the data GPT 8000A only When measuring distance lt is moving MEAS key switches prism non prism mode When distance has been measured using the MEAS the instrument can be turned and the HA updated The new HA will be recorded when the ENT key is pres
96. vertical curve consists of series of IP s intersection points The IP element consists of a chainage level and curve length The start and end IP s must have a zero curve length An elevation is calculated by symmetric curve length Chainage 1000 1300 1800 2300 Elevation 50 70 70 90 Curve Length 0 300 300 0 Vertical Curve SETUP RECORD EDIT XFER Mise 4m Chainage 1000 Elevation Curve Length ON A EA E A CX cu Fi F2 F3 F4 F5 F6 IP s may be entered in any order To insert an IP into an existing file select DEF VC then add the new IP It will be inserted into the correct position in the file Press ENT key to move the cursor to the next option Press ENT key when the cursor is on the bottom line of the screen to exit and save the settings Press ESC key to exit the screen without saving the settings 14 6 Standard Survey 800 Roads 14 4 Edit Vertical Curve To edit a vertical curve file select ED VC from the roads menu DEF AL SET OUT ED AL ROADS DEF VC ED VC IP s in an existing vertical curve may be edited by over typing the displayed data similar to editing the raw data file SETUP RECORD EDIT XFER Moe al Chainage 000 000 Elevation 50 000 Curve Length 0 000 FIND MAA NEXT P2 Use STRT and END to go to the start or end of the file Use FIND to locate an IP by chainage Enter the chainage required Press ENT key to move the cursor to the next option Press ENT
97. xample To enter the following data select DEF AL of ROADS from PROG menu Chainage North East 0 1100 1050 lj Press ENT and then the function key PT Enter the following data North East Radius A1 A2 1300 1750 100 80 so ll Enter the following data in the above way North East Radius A1 A2 North East Radius A1 A2 1750 1400 200 0 og 2000 1800 0 0 d The above example can also be uploaded in the following data format START LJ 0 000 LU 1050 000 LU 1100 000 CRLF PTU 1750 000 LI 1300 000 LI 100 000 LI 80 000 LI 80 000 CRLF PTU 1400 000 LI 1750 000 LI 200 000 L 0 000 L 0 000 CRLF PT LJ 1800 000 L 2000 000 CRLF Standard Survey 800 D 3 Appendix D How to Calculate Road Alignment 1 Calculation of clothoid length ea 2 l l 12 gt 12 Length of clothoid A12 Parameter of clothoid R Radius EE EE Hie EE Se 2 Calculation of Spiral Angle 2 we 24 2 ns Ius 0 32rad gt deg gt 032199 189296 A Na 3 Calculation of transition coordinates 2 4 i T T N A V21 l qg 31g 0360 gt 3 5 7 T T T H eee E Wag 1300 ao 77 Loa 032 0 32 039 N 80 V2 0 32 1 0 5316 0360 0 01024 2 0 01048576 0 00107341824 10 216 9360 64 1 64 1 0 01

standard survey 800

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