itools user manual

iTooLS User Manual Version 3.05.05

Last Update: 2 December 2015

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iTooLS – Manual

This manual provides information on how to use the iTooLS Office Software. Procedures and

functionalities of the iTooLS are included with the help of graphic layouts. A simple tutorial session to

guide the user through the process will be provided.

1. Getting Started with iTooLS ................................................................................... 1

1.1 Method 1 ...................................................................................................................................... 1

1.2 Method 2 ...................................................................................................................................... 1

1.3 Method 3 ...................................................................................................................................... 1

1.4 Understanding iTooLS Interface ................................................................................................. 1

2. Working with Jobs ................................................................................................... 2

2.1 Start New Job .............................................................................................................................. 2

2.2 Open Existing Job........................................................................................................................ 2

2.3 Open Recent Job .......................................................................................................................... 3

2.4 Save Job ....................................................................................................................................... 3

2.5 Backup Job .................................................................................................................................. 4

2.6 Fill in Job Info ............................................................................................................................. 4

3. PO Data & SKL Data .............................................................................................. 6

3.1 PO Data ....................................................................................................................................... 6

3.1.1 Import PDUK Data / POB File ............................................................................................................. 6 3.1.2 Enter PO Line Value ............................................................................................................................ 7 3.1.3 Compile Line ........................................................................................................................................ 8 3.1.4 NDCDB Entry .................................................................................................................................... 10

3.2 SKL Data ................................................................................................................................... 11

3.2.1 Import SKL ASCII ............................................................................................................................. 11

4. Field Data Capture ................................................................................................ 12

4.1 Solar Observation ...................................................................................................................... 12

4.2 EDM Test .................................................................................................................................. 13

4.2.1 Create *.ABS ...................................................................................................................................... 15 4.2.2 Generate EDM Report ........................................................................................................................ 16

4.3 Field Data .................................................................................................................................. 17

4.3.1 DFT .................................................................................................................................................... 18 4.3.2 Semakan Harian ................................................................................................................................. 18 4.3.3 Datum ................................................................................................................................................. 18 4.3.4 Traverse .............................................................................................................................................. 20 4.3.5 Online ................................................................................................................................................. 22

4.3.5.1 POL Tape function ....................................................................................................................................22 4.3.6 Bearing Close ..................................................................................................................................... 23 4.3.7 Close Statement .................................................................................................................................. 24

4.3.7.2 Close to Sun ..............................................................................................................................................25 4.3.7.3 Close to PO ...............................................................................................................................................25

4.3.8 Check Angle & Distance .................................................................................................................... 26 4.3.9 Check Distance ................................................................................................................................... 26 4.3.10 Offset .................................................................................................................................................. 27 4.3.11 TT Mark ............................................................................................................................................. 29

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4.3.12 Patty Wall ........................................................................................................................................... 29 4.3.12.4 Example Party Wall Data Entry ................................................................................................................30

4.4 View Field Book........................................................................................................................ 33

4.5 Edit Field Data ........................................................................................................................... 34

4.5.1 Edit Bearing Distance ......................................................................................................................... 34 4.5.1.1 Back Bearing Error ...................................................................................................................................35

4.5.2 Edit Vertical Angle ............................................................................................................................. 35 4.5.3 Edit Station Number ........................................................................................................................... 35

5. Defination and Computation ................................................................................ 37

5.1 Defination .................................................................................................................................. 37

5.1.1 Define Coordinate .............................................................................................................................. 37 5.1.2 Define Traverse .................................................................................................................................. 37 5.1.3 Define Block ....................................................................................................................................... 38

5.1.3.1 Manual Way ..............................................................................................................................................39 5.1.3.2 Graphically Way .......................................................................................................................................40

5.1.4 Define Lot........................................................................................................................................... 41 5.1.4.3 Manual Way ..............................................................................................................................................41 5.1.4.4 Graphically Way .......................................................................................................................................41 5.1.4.5 Island Lot ..................................................................................................................................................43

5.1.5 Define Direct Line .............................................................................................................................. 43 5.1.5.6 Manual Way ..............................................................................................................................................43 5.1.5.7 Graphically Way .......................................................................................................................................44

5.1.6 Define Connection Line ..................................................................................................................... 45 5.1.6.8 Manual Way ..............................................................................................................................................45 5.1.6.9 Graphically Way .......................................................................................................................................46

5.1.7 Match PO/New or SKL/New.............................................................................................................. 46 5.1.7.10 Manually ...................................................................................................................................................46 5.1.7.11 Graphically ................................................................................................................................................47

5.1.8 Stn Remark ......................................................................................................................................... 48 5.1.9 Edit Station ID .................................................................................................................................... 48

5.2 M & C Correction ...................................................................................................................... 49

5.2.1 C Correction ....................................................................................................................................... 49 5.2.2 M Correction ...................................................................................................................................... 49 5.2.3 Clear Correction ................................................................................................................................. 50

5.2.3.1 Clear Correction (not recommended) ........................................................................................................50 5.2.3.2 Clear All Correction ..................................................................................................................................50 5.2.3.3 Clear All Correction (back to RAW) ........................................................................................................51

5.3 Precomp Area for Area Comparison ......................................................................................... 51

5.3.1 Import PU ASCII Return .................................................................................................................... 51 5.3.1.1 Check PU Lot Details ...............................................................................................................................52

5.3.2 Enter SKL/ PU (Precomp) Area for Area Comparison ...................................................................... 52

5.4 Survey Computation .................................................................................................................. 53

5.4.1 Traverse .............................................................................................................................................. 53 5.4.2 Direct Line .......................................................................................................................................... 54 5.4.3 Mean Line........................................................................................................................................... 55 5.4.4 Coordinate .......................................................................................................................................... 55 5.4.5 Lot ...................................................................................................................................................... 55 5.4.6 Connection Line ................................................................................................................................. 55 5.4.7 SKL Lot .............................................................................................................................................. 55

5.5 Base Computation ..................................................................................................................... 56

5.5.1 Base Refixation .................................................................................................................................. 56

5.6 Missing Line by Bearing and Distance ..................................................................................... 59

5.7 Missing Line by Coordinate ...................................................................................................... 59

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6. Query Line .............................................................................................................. 60

6.1.1 Delete by Query Line ......................................................................................................................... 60 6.1.2 Delete by View Lines ......................................................................................................................... 60 6.1.3 Undelete Record ................................................................................................................................. 61

6.2 Query Bearing Distance by 2 Points ......................................................................................... 61

6.3 Pick Object Info ......................................................................................................................... 63

7. Special Function ..................................................................................................... 64

7.1 Bookkeeping .............................................................................................................................. 64

7.1.1 Search Line ......................................................................................................................................... 64 7.1.2 Edit Sequence of the Data .................................................................................................................. 64 7.1.3 Edit Date ............................................................................................................................................. 65 7.1.4 Edit Time ............................................................................................................................................ 65

7.1.4.1 Edit Time for Single Line .........................................................................................................................65 7.1.4.2 Edit Time All Lines with Random All Time .............................................................................................65 7.1.4.3 Edit Time for Few Lines with Advance Random Time ............................................................................66 7.1.4.4 Edit Time for Few Lines with Interval or by Distance ..............................................................................66

7.2 Merge Job .................................................................................................................................. 67

7.2.1 Manual Merge .................................................................................................................................... 68 7.2.2 Auto Merge......................................................................................................................................... 72

8. Report and Export ................................................................................................. 74

8.1 Reporting ................................................................................................................................... 74

8.1.1 Field Note (Field Book) ..................................................................................................................... 74 8.1.2 Solar Report ........................................................................................................................................ 74 8.1.3 Jilid Kiraan (JK) ................................................................................................................................. 75 8.1.4 Survey Computation Report ............................................................................................................... 75 8.1.5 Print Observed Line ............................................................................................................................ 76 8.1.6 Print PO Lines .................................................................................................................................... 77 8.1.7 Print GPS Points ................................................................................................................................. 77 8.1.8 View *.doc, *.PDF, *.htm Report ...................................................................................................... 78

8.2 Export Files ............................................................................................................................... 78

8.2.1 Export POB ........................................................................................................................................ 79 8.2.2 Export CPSWinF2F ............................................................................................................................ 80 8.2.3 Export Sun .......................................................................................................................................... 80 8.2.4 Export TRPS....................................................................................................................................... 80 8.2.5 Export JUPEM ASCII ........................................................................................................................ 80

8.3 Export Graphic / Field Diagram ................................................................................................ 82

9. Utilities .................................................................................................................... 84

9.1 Workspace ................................................................................................................................. 84

9.1.1 Display limited Field Book Record .................................................................................................... 84 9.1.2 Reverse Solar in ASCII ...................................................................................................................... 85

10. Troubleshooting ....................................................................................................... I

10.1 Raw Back Bearing Line xx – xx Not found ................................................................................. I

10.2 Method 2 ....................................................................................................................................... I

10.3 Open Existing Job......................................................................................................................... I

10.4 Open Recent Job ........................................................................................................................... I

10.4.1 Error when Export JUPEM ASCII ...................................................................................................... II

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11. Attachment ............................................................................................................ VI

11.1 F2F Work Flow ......................................................................................................................... VI

11.1.1 Precomp .............................................................................................................................................. VI 11.1.2 Adjusted Precomp ............................................................................................................................ VII 11.1.3 Survey .............................................................................................................................................. VIII 11.1.4 Defination & Computation ................................................................................................................. IX 11.1.5 Final Comp .......................................................................................................................................... X

11.2 After Survey Check List .......................................................................................................... XII

11.3 iTools Work Flow................................................................................................................... XIII

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1. Getting Started with iTooLS

There are varieties of methods to start our iTooLS software. Below are some of the methods

1.1 Method 1

Double click the <iTooLS > icon in order to execute the program. An icon as shown in below is available in the

window desktop.

1.2 Method 2

If the ETools icon is not visible on your desktop, you can also launch it by navigate to the Start > All Program >

iTOOLS > iTOOLS.

1.3 Method 3

You can also launch iTOOLS.exe by using your window explorer and navigate to C:\iTooLS\ folder.

1.4 Understanding iTooLS Interface

When you first start iTooLS, the initial screen contains the menu bar at the top, the status bar at the bottom.

Menu Bar

Status Bar

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2. Working with Jobs

2.1 Start New Job

In this part, we will show you the steps to create a new job.

1. First of all, you need to open a new file. Navigate to File > New File.

2. Once you click on the menu, a Save As dialog will appear. Type in the new File name (office job reference)

and click on Save button. The file will be save in *.ebk format and a folder with same name will be created in

the particular directory (C:\iTOOLS|).

3. For the file name, it is recommended that do not use “dash”, “space” or any other symbols. Just only with

alphabet, numeric and “underscore”.

2.2 Open Existing Job

In this part, we will show you the steps to open an existing job to be continued from previous.

1. Navigate to File > File Open.

2. An Open dialog will appear. Go into the particular job folder and highlight the *.ebk file and click Open.

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2.3 Open Recent Job

In this part, we will show you the steps to open an existing job which is opened recently (up to 10 jobs) to be

continued from previous.

1. Navigate to File > Recent File.

2. Highlight the related file and click Open.

2.4 Save Job

In this part, we will show you the steps to save a job.

1. Navigate to File > File Save or click on Save icon.

2. A Save dialog will be appeared indicate the job is saved. Please always go to Save your job.

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2.5 Backup Job

In this part, we will show you the steps to backup a job.

1. Navigate to File > File Backup.

2. A Save As dialog will be appeared.

3. The file name will automatically rename to XXX_1.ebk (e.g. Job1_1). You also can rename it if you like. The

backup file will be saved in same folder with your job.

2.6 Fill in Job Info

In this part, we will show you the steps how to fill in the job information for the current job.

1. Navigate to File > Farahsat. A Job Information dialog will be shown. Please fill in the job information and

click Save.

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2. Go to Page 2 and key in the information. Then click Save.

a. No Fail Ukur cannot have “space”, “dash” or any other symbols. Just only allow for alphabet, numeric

and “underscore”.

b. No Lot needs to fill with new / real lot number.

3. Go to Date and select the Start Date and End Date. Then, click Save.

a. Please be careful on the date format. Normally will be mm/dd/yyyy.

4. If got any remark need to be mark, go to Remarks and record it. Then, click on Save button.

5. After finish enter all the information, click on OK button.

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3. PO Data & SKL Data

PO data is needed when export for JUPEM ASCII files.

3.1 PO Data

3.1.1 Import PDUK Data / POB File

1. Navigate to File > Import > Read Pob File. (this POB file is exported from CPSWinF2F)

2. An Open Dialog will pop up as below. Click the file with extension *.pob from the folder you save your POB

file. Then click Open button.

3. A dialog show ‘POB file imported successfully’ will show up as follow. Then click OK button.

4. You can check the imported POB file by sketch. Please navigate to Graphic > Sketch. Field Diagram dialog

will pop up as follow. Click the check box for PO Lines then press OK button. If u already fixes a coordinate

for the PO Lines, check on the second check box on the top, Field Diagram (Actual Coord).

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5. To view the record for imported POB file, please navigate to Computation > Define > PO Lines. A dialog

will be shown as following.

3.1.2 Enter PO Line Value

1. Navigate to Computation > Define > PO Lines. A dialog will pop up as above.

2. Fill in the Additional Information first.

i. Approval Date: must be the approve date from the same CP.

ii. Plan No: just need to key in the numeric but not include the “PA”.

iii. Class: follow the old CP’s class.

iv. All the information like Plan No, Class, Approval Date and UPI also must fill in. If do not have lot

number, just key in the nearest lot number.

3. Then, follow by PO station (At and To) and bearing distance and click Add New button (or Enter until

appear in the above list).

Precaution:

i. Station number only can be integer value. Cannot use the same number as new station number to key in.

ii. Do not use 9000 series for PO station number. 9000 series (9000-9002) is reserve for Differential Field

Test (DFT).

4. If you want to delete the record, choose from the top list then press Delete button.

5. If you wish to modify the bearing and distance for certain line, click the line you want to modify on the list of

the top and click Add New button after done.

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3.1.3 Compile Line

Compilation lines are used for the “minimum survey” or “baki lot” that you did not survey (or half survey) but

just compile from the old CP. It will just only need for the final bearing and distance.

1. Navigate to FieldBook > Compile Line.

2. Will have a dialog pop up to warn you to finish all the observation data only precede to this compile line

function.

3. If you already key in the PO lines and want convert it to be compile line, you may just tick on the View PO

Line check box, then highlight the PO lines that want to be converted and click PO > Comp. then, click Yes

for the Convert PO to Compile dialog. Click OK for the Success dialog.

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4. The left-hand side list will change the Type Status from PO to COMP (Compile).

5. If you have not key in any PO line to be converted, you may also key in manually for the compilation line.

Key in the At Stn, To Stn, Brg and Dist, and also the information for the compile line. After that click on

OK button to add in the line.

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3.1.4 NDCDB Entry

To key in PO Data with NDCDB Entry, we must get the NDCDB Coordinates from Jupem2U web site.

1. Navigate to FieldBook > NDCDB Entry. Key in the At Stn and To Stn (Do not overlap PO Station ID with

New Station ID) and Coordinates copied from Jupem2U.

2. Then click Compute button and Save it.

3. If the PO Line is enter for Compilation use (e.g. Minimum survey), please click on For Compilation only

Save it.

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3.2 SKL Data

3.2.1 Import SKL ASCII

In this part, we will show you the steps to import SKL ASCII file. This SKL ASCII is exported from CPSWinF2F.

It will be used if you do not have the PU ASCII Return from JUPEM. The lot number must be in Real lot number.

1. Navigate to File > Import > Import SKL ASCII.

2. An Open Dialog will pop up as below. Click the file with extension *.skl from the folder you save your SKL

ASCII file. Then click Open button.

3. You can check the imported SKL ASCII file by sketch. Please navigate to View menu > Sketch. Field

Diagram dialog will pop up as follow. Click the Field Diagram (Actual Coordinate) radio button. Then

click the check box for SKL Lines then press OK button.

4. Graphic for SKL ASCII file will be shown.

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4. Field Data Capture

4.1 Solar Observation

1. Navigate to FieldBook > Sun Obs.

2. Key in the Penilik, Negeri, Stesen, Tanda Rujukan (T.R.), pick GDM Cass, Coordinate for Stn U/S and

Stn T/B, also Tarikh in the Info page, then click Save.

3. Go to Observation tab bar and key in the needed data, then click Save button. If wish to key in another set of

data, just click on Next button (Must Save before go to Next).

a. Cannot use Enter in this dialog. If you wish to go to the next column, please use Tab key in the keyboard.

b. If you un-accidentally press the Enter button. This dialog will be disappeared. But it is OK. You just go

back to FieldBook > Sun Obs, select the SunList again and continue.

4. Go to Compute tab bar to check for the computation or go to Origin tab bar to check for the origin

information or go to Deleted Sun Obs tab bar to check for the deleted sun observation list.

5. After finish the data key in or checking, click on OK button.

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4.2 EDM Test

1. Navigate to FieldBook > EDM Test.

2. Click on the Create EDM button. Enter a filename for the EDM file and save it. Recommended to save into

C:\iTooLS\EDM\folder and the file name with instrument type, serial number and the date (E.g.

Leica11111_05Jan07). Please do not put any spacebar for the EDM filename.

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3. After save the EDM file, key in all the require information.

4. Then go to the Test Base Dist tab bar to load the related *.abs file for the Base Station. Click on the

Predefined *.abs button and look for the related *.abs file (C:\ETools\EDM_ABS\). After load the *.abs file,

the Jarak Seperti Asal will automatically retrieve.

Date of when EDM

test is performed. Current day is

automatically

retrieved. User can select the date from

the combo box to

edit.

Location of EDM

test base.

Temperature in °C

during observation.

Instrument name and model used. User

selects its instrument

from the combo box provided. All

supported instruments

are shown

LS LJT Number / Company registered ID

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5. Then, go to Observation tab bar to key in the EDM observation data. Before any data entry, please set the

Observation Time and the Interval at the below of the dialog. This time and interval will just need to be set

for once, and then the interval will be added into the next data for the observation time.

6. After set the Observation Time and Interval, just key in the Jarak Mendatar and press Enter twice to auto

retrieve the Time, then go to the next observation.

7. After finish key in all the data, navigate to EDM > Save to save the observation.

8. The Total Different and Mean Different will always show at the bottom right of the EDM Test dialog.

4.2.1 Create *.ABS

1. In the EDM Test dialog, after you save a filename for a particular EDM file, go to Test Base Dist tab bar,

and then key in the Jarak Seperti Asal which is get from JUPEM for the particular test base.

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2. After finish key in all the pillar distance, just click on the Save *.abs button to save the ABS file. Recommend

to save the ABS file with the location name (e.g. ShahAlam_Sec6.abs or KilangLamaKulim.abs) in the

C:\iTooLS\EDM_ABS\ folder.

4.2.2 Generate EDM Report

1. Navigate to EDM > Generate Report. Key in the file name or use the default file name and click Save to

save it in the same folder of your EDM files.

2. Click OK for the INFO dialog.

3. Go to the same directory to open the file if you want to view it.

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4.3 Field Data

Navigate to Field book > Field data. Before enter for any field data, must make sure the Timestamp which on

the right hand side of the dialog is correct. Must set the correct time and date for the first data of the day you start

the job.

For the following data entry, it will be just follow the interval that you had set. The interval time will be

automatically set as random.

Each of the survey type also will have different interval time. For example, the interval time between traverse is

longer then an online point. You can use the default interval time for each of the survey type or set to your own

setting.

The Auto Randomize for the Brg Adjust will be auto randomize for the Face Left / Face Right and also for the

Vertical Angle. The randomization for Vertical Angel is just valid for flat area.

Note: If wrongly key in some data, can just key in the same station number to overwrite the old

data. Or query and delete the particular data in Part 6.

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For data input, you can always use the Enter key to move to the next column or steps. For those

combo boxes, can just press Enter (hold) and press the direction button, up ↑ and down ↓ to

choose for the option.

4.3.1 DFT

The numbering of the DFT will automatically change to 9000 (9000, 9001 & 9002) series when you save it.

1. Navigate to Field Book > Field Data. On the field data window, select DFT (Differential Field Test) and

check the Timestamp (Date, Time and Interval).

2. Key in the A-B distance and press Enter to key in the C-A distance. Press Enter again, the C-B distance will

automatically retrieve. If you wish to change the value, just change it. Else just press Enter to compute.

3. Press Save button or F5 key to save the data.

4.3.2 Semakan Harian

Semakan Harian same with Check Distance, please refer to 4.3.9 Check Distance.

4.3.3 Datum

1. Navigate to Field Book > Field Data. On the field data window, select Datum and check the Timestamp.

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2. Follow the sequence to key in the data. Press Enter to go to the next column.

No. Column Description Must

key in?

Auto retrieve

1. A Datum Type Yes -

2. B Datum Remark (If needed) No -

3. C Start Bearing Yes -

4. D From Station Number Yes -

5. E Mark Description (Station Type) Yes -

6. F Stone Number No -

7. G To Station Number Yes -

8. H Mark Description (Station Type) Yes -

9. I Stone Number No -

10. J Final Distance Yes -

11. K Zenith Angle (Face Left) Yes For Flat Area only

12. L Zenith Angle (Face Right) Yes For Flat Area only

3. If the “Datum dari PA”, then the PA number (B) must key in at below of the combo box of datum type.

4. If Datum “Datum dari Matahari”, then must click on the Sun icon and chose for the correct Sun List and

click OK. (In terms that already key in the Sun Observation)

5. After Enter for Jarak Muktamad with the final distance value, the Sudut Zenith for face left and right will

be automatically retrieve.

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6. If you wish to manually key in the Zenith Angle, can just change the Sudut Zenith and the slope distance will

be automatically retrieved.

7. Press F5 button or Save icon to save the data in the final distance (K or L) column.

8. After you press on the save or F5 button, INFO dialog will pop up to ask whether save the current

observation. Click Yes to save it.

4.3.4 Traverse

1. Navigate to Field Book > Field Data. On the field data window, select Traverse and check the Timestamp.

2. Click on the Auto Randomize for face left/right and vertical angle if you wish auto retrieve the data by key

in only 1 face of bearing. If you wish to key in both face by yourself (or those 10 second accuracy), please off

the Auto Randomize.



key in?

Auto retrieve

1. A At Station Number Yes -

2. B Back Station Number Yes -

3. C To Station Number Yes -

4. D Mark Description (Station Type) Yes -

5. E Stone Number No -

6. F Bearing (Face Left) Yes -

7. G Bearing (Face Right) Yes Exactly 180º

8. H Final Distance Yes -

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9. I Zenith Angle (Face Left) Yes For Flat Area only

10. J Zenith Angle (Face Right) Yes For Flat Area only

11. K Slope Distance Yes Yes

12. L Slope Distance Yes Yes

4. For the face left and right bearing, if you had been choose for Auto Randomize, you just need to key in the

mean bearing (Bearing Purata) that you want in Face Left bearing (F column) and press Enter. The face left

and right bearing will be automatically change to a randomize value when you enter into Jarak Muktamad

column.

5. After Enter for Jarak Muktamad with in the final distance value, the Sudut Zenith for face left and right

will be automatically retrieve.

6. If you wish to manually key in the Zenith Angle, can just change the Sudut Zenith and the distance will be

automatically retrieved.

7. To save the data, press Save button or F5. Else also can continue Enter until reduce the final bearing then

only save.

8. After you press on the save or F5 button, INFO dialog will pop up to ask whether save the current

observation. Click Yes to save it.

9. Click Yes to move the Traverse input dialog to a forward station or No to sit at the same station for the next

record

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4.3.5 Online

1. On the field data window, select Online.



key in?

Auto retrieve

1. A At Station Number (Referred Traverse) Yes -

2. B To Station Number (Referred Traverse) Yes -

3. C To Station Number (Online Point) Yes -

4. D Mark Description (Station Type) Yes -

5. E Online Point Distance Yes -

3. After key in the final distance (E), press Save button or F5 to save the data.

4.3.5.1 POL Tape function

With this POL Tape function, you can just key in with the internal distance between every lot and also multiple it. So that can

book for few online points in one step.

1. Click on the POL Tape icon in Online column, an Online Tape dialog will pop up.

2. Key in the parent line / long line reference (traverse line), then, you can use the Last Online Pt button to retrieve the

last used point or key in by yourself. Key in the distance in between and set the multiple times. If the mark description

is not BKB, please change it.

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3. After all, click Save to save all the online observations.

4. You can click on the Get Range From Long Line button to retrieve the parent line vertical angle, so that when you

book for other online also will not be different so much on the vertical angel.

5. If you wish to overwrite the station number that you used before, remember to check on the Do not use new stn no.

check box.

4.3.6 Bearing Close

1. On the field data window, select Brg Cls.



key in?

Auto retrieve




4. D Bearing (Face Left) Yes -

5. E Bearing (Face Right) Yes Exactly 180º

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3. After key in the Bearing for Face Right (E), press Save button or F5 to save the data.

4.3.7 Close Statement

1. On the field data window, select Cls Statement.



key in?

Auto retrieve

1. A Close Bearing From Yes -

2. B Close Bearing To Yes -

3. After choose for the bearing close to station number, the route and calculation of the correction will be

produced.

4. If the route you want is as shown, you can key in your own route in the edit box. Remember to change to the

correct station number if it is different. Then, click on the Reduce button to re-calculate the correction.

5. After check on the correction, press Save button or F5 to save the data.

6. Every time after save the close statement, a Question dialog will pop up to ask whether want to apply the

normal C Corr immediately. Click Yes to apply it.

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4.3.7.2 Close to Sun

1. Tick on the Close To Sun check box.

2. Click on the Sun Bearings icon , and then select the correct sun observation.

3. Click on the Reverse button if the Sun bearing is reversed.

4. Make sure the Close To Sun / PO option is ticked.

4.3.7.3 Close to PO

Before you close to PO line, you must already key in all the related PO lines in Computation > Define > PO Line.

1. Click on the PO Line icon , and then select the correct PO Line.

2. Click on the Reverse button if the Sun bearing is reversed.

3. Make sure the Close To Sun / PO option is ticked.

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4.3.8 Check Angle & Distance

1. On the field data window, select Check Ang/Dist.



key in?

Auto retrieve




4. D Face Left (Back Bearing) Yes 0º

5. E Bearing (Face Left) Yes -

6. F Final Distance Yes -

7. G Zenith Angle (Face Left) Yes From previous Value

8. H Zenith Angle (Face Right) Yes From previous Value

3. For the back bearing, if you want to leave it as 0º or change to other value also can.

4. After key in the Zenith Angle for Face Right (H), press Save button or F5 to save the data.

4.3.9 Check Distance

1. On the field data window, select Check Dist.

________________________________________________________________________________________________ 27



key in?

Auto retrieve


2. B To Station Number Yes -

3. C Final Distance Yes -

4. D Zenith Angle (Face Left) Yes From previous Value

5. E Zenith Angle (Face Right) Yes From previous Value

3. After key in the Zenith Angle for Face Right (E), press Save button or F5 to save the data.

4.3.10 Offset

1. On the field data window, select Offset.



key in?

Auto retrieve



3. C To Station Number (unique

number as traverse station ID)

Yes -

4. D String Number

5. E Sequence Yes -

6. F Offset Type (choose for Jupem Std) Yes -

7. G Code Yes -

8. H Bearing (Face Left) Yes -

________________________________________________________________________________________________ 28

9. I Final Distance Yes -

10. J Zenith Angle (Face Left) Yes For Flat Area only

3. Jupem Standard code explanations:

Code Description

0 Unknown

1 Jalan

2 Jalan Tar

3 Jalan Tanah

4 Simpang Jalan

5 Tengah Jalan

6 Tepi Jalan

7 Jalan Keretapi

8 Bangunan / Rumah

9 Pagar / Tembok

10 Sungai

11 Tasik / Kolam

12 Lombong

13 Parit Tanah

14 Longkang

15 Pokok

16 Tiang Lampu

17 Tiang Elektrik

18 Transmission Line

19 Laut

20 Mainhole

21 Sump

22 Culvert

23 Sawah Padi

24 Paya Bakau

25 Jambatan Kayu / Konkrit

4. It should only have same number (with different sequence number) each line. The points will link up if same

station number following the sequence.

5. After key in the Zenith Angle for Face Left (I), press Save button or F5 to save the data.

________________________________________________________________________________________________ 29

4.3.11 TT Mark

On the field data window, select TT Mark.



key in?

Auto retrieve

1. A TT Mark Yes -

2. B At Station Number Yes -

3. C Bearing (Face Left) Yes -

4. D Distance Yes -

2. After key in the Distance for the TT Mark (D), press Save button or F5 to save the data.

4.3.12 Patty Wall

1. On the field data window, select Patty Wall.



key in?

Auto

retrieve



3. C Offset Station Number Yes -

4. D Wall width Yes -

5. E Bearing (Face Left) Yes -

6. F Final Distance Yes -

7. G Zenith Angle (Face Left) Yes -

________________________________________________________________________________________________ 30

3. After key in the Zenith Angle for Face Left (H), press Save button or F5 to save the data. The “Station

ID” just leave it blank, it will auto show after save for both the observation for the same wall (String No).

4.3.12.4 Example Party Wall Data Entry

Above is the condition of the party wall. Each of the walls must have its own station number which the start and end point of

the wall is sharing the same station number. Example, station 11, got 2 points is using station 11 for the 1st wall.

Actually 1 wall, it will generate points, although you just key in for 2 points of the center of the wall, the other 4 points at the

site of the wall will automatically generate for you by the computer.

11_2 & 11_5 is the points we key in. while 11_1, 11_3, 11_4 & 11_6 is generated by computer.

1. Go to FieldBook > Field Data, select for Party Wall.

2. Key in the At station (2), Back Station (1) and the Wall station (11), following by the width of the wall, then the

bearing and distance of your observation for one of the point of the wall. Save it. On the Point 1 & 2 is showing as the

following for the front point of the wall.

________________________________________________________________________________________________ 31

3. Repeat for wall 12 & 13.

4. After observe only 1 site of the wall, the graphic will show nothing. But in the data actually already shore the points. For

the other side of the wall, we need to key in also for the second point.

5. Key in the At station (6), Back Station (5) and the Wall station (13), (use back the wall station number) following by

the width of the wall, then the bearing and distance of your observation for second point of the wall. Save it. On the Point

1 & 2 is showing as the following for the end point of the wall.

6. Go to Graphic > Sketch, tick for option Offset and Link Offset (without Parabolic) to show in the sketch.

7. If you chose the Offset option (with link offset) in the graphic, you will see the Party Wall line in the sketch after you

key in the second point of the wall.

8. Repeat the observation of wall 12 & 11 from station 6.

________________________________________________________________________________________________ 32

________________________________________________________________________________________________ 33

4.4 View Field Book

1. Every time you save a data, it will be automatically book at below of the field data window.

2. Or you can also check the filed book by navigate to Record menu > View Field Book.

3. User also can search the record for certain measurements by click the Search button after enter the station

number.

________________________________________________________________________________________________ 34

4.5 Edit Field Data

If you have key in the wrong bearing or distance or vertical angle in the previous data and have been saved, you

can still edit the field data in Field Capture dialog (Record > View Field Capture).

4.5.1 Edit Bearing Distance

Any bearing changes here also may effect other observation! It is strongly recommended that do not change any

of the bearing if not necessary.

Please always be cautions on the back bearing for the data. If there is the need (especially for Bearing Close), also

can clear off the M or C correction and re-apply again until the stage that it should be for your particular data.

Remember to re-apply all the M and C correction after you finish editing all the require data.

1. Navigate to Record > View Field Capture or you can just navigate to the type of the data that want to be

edited, Record > Datum, Traverse, Bearing Close, Check Ang/Dist, Check Angle, Check Dist, Offset or

Patty Wall.

2. To search for the data that you want to be edited. Key in the From station and At station, then click on Search

button. It will show out the particular record.

3. After look for the data that you want, click on the Edit Bearing Distance icon. A Warning dialog will

pop up to double confirm for the update. Click Yes if you really wish to edit the data.

4. Then, will automatically convert to the Field Data Entry dialog. You can change the data (Bearing Distance

& Vertical Angle) here.

5. Then, press F5 or Save button to save it and overwrite it.

________________________________________________________________________________________________ 35

4.5.1.1 Back Bearing Error

1. If the below dialog, Back Brg Error occur, you may just save it. But must make sure that is the correct back bearing

compare with your field book. Then only do the editing.

4.5.2 Edit Vertical Angle

If you just want to edit the Vertical Angel only, you can use this function.

1. Navigate to Record > View Field Capture to search for the data that you want to be edited. Or you can just

navigate to the type of the data that want to be edited, Record > Datum, Traverse, Online, Check Angle &

Distance, Check Distance, Offset, TT Mark or Patty Wall.

2. After look for the data that you want, click on the Edit Vertical Angle icon. Change the Horizontal

Distance (H Dist) or the Vertical Angle (Vert Angle). Then click on Save button.

3. You can also use the Random VA button to randomize the vertical angle for the particular data.

4.5.3 Edit Station Number

If you just want to change for the Station ID but not the observation data (bearing & distance), then you may use

the Edit Station ID function.

1. Navigate to Record > Traverse / Online / Bearing Close…, search for the record that you want to be edited.

________________________________________________________________________________________________ 36

2. Click on the Edit Station ID button. Change the station (back station) number that you want and click on

Update button in the Station ID Update dialog. If you are sit on an online point, the back station must only

the start online point.

3. Click on Yes button in the WARNING dialog to update the Station ID.

4. If the back bearing is different, a Question dialog will be pop up to ask to adjust the back bearing. Click Yes

button if you want to be adjusted.

5. Another Question dialog will be pop up. Click Yes if you want the back bearing with the correction

previously or No without the correction value.

6. Station ID and back bearing updated.

________________________________________________________________________________________________ 37

5. Defination and Computation

5.1 Defination

5.1.1 Define Coordinate

1. Click Computation > Define > Coordinates.

2. Select the station ID that you want to set as fix point. Then remember to tick the Fixed check box and save it.

5.1.2 Define Traverse

The first traverse must start with the fixed coordinate and it must be link with previous traverse for each of the

route so that can bring over the coordinates to another point. Traverse must end to known station to compute the

misclosure.

Edit Box

Saved

traverse route

Traverse ID

Auto Hanging Line

Auto form out the

Traverse

defination

according to the

Close Statement

Coordinates

View

GPS Point

Set Point

as Fix Point

Station ID

Marker type Coordinate No. BKL

Status

________________________________________________________________________________________________ 38

1. Click Computation > Define > Traverse.

2. Key in the Trav ID or use the default ID, key in Stn edit box and click Enter button for each station ID.

3. Double click on the saved traverse route list that you wanted to edit and change it.

4. Click on Done button to accept the Traverse definition.

5. Can use the Up and Down button to change the sequence of the traverse list if needed.

6. Click on the Auto hg Line button to auto retrieve the hanging line.

7. Click on the Exit button when finish.

5.1.3 Define Block

Block No. Block ID. Integer value only.

Lot

Lot number located in the block.

Integer value is input. Comma is used to

separate each lot ID.

Stations Displays the current block route

defination. “-“symbol is used to denote

each common boundary or turning line

in the block.

To determine defination is a control lot.

( default: checked )

To use already computed mean line as

part of defination. (Default: unchecked).

Accepts and save current block route

defination.

Clear current block route defination.

Delete selected block defination

Delete ALL block definations.

To form and create lot definations using

defined block definations.

Delete ALL created mean line.

________________________________________________________________________________________________ 39

5.1.3.1 Manual Way

1. Click Computation > Define menu > Block.

2. A Block Definition dialog box will be displayed.

3. Key in the Block No. or using default id and then type in the Lot ids to form the block. Key in the station ids in the

Stations edit box.

4. Negative sign (e.g. -8) means it is a mean line for two lots. Enter the entire station id that will form the block (lots). To

complete the block, need to key in again the same id (number) as the first station.

5. Click the Done button when you finished define the first block.

6. You can view the Preview page to see the defined block. Click the Form Lot button to automatically form the lot. You

can view the define lot in next part.

________________________________________________________________________________________________ 40

5.1.3.2 Graphically Way

1. Click on the Define Block icon.

2. Key in the Lot number. Then pick the point on the graphic.

3. To pick the point, should follow the sequence. Need to include the mean line just like manual define block.

4. The below figure shows the sequence to pick the station of a block. The alphabet is mean to the sequence but not station

number.

5. After pick all the points of the block, click Form button to form the lots according to the Block Route.

6. Finally click Save button to save the block and lots defination.

________________________________________________________________________________________________ 41

5.1.4 Define Lot

5.1.4.3 Manual Way

1. Click Computation > Define Menu > Lot.

2. Enter all the station ID that will form the lot. Separate each station ID with a comma. Select Done button to accept the

Lot definition. The lot will be showed in List box.

Note: Make sure there is a unique Lot No. in the Lot No. field


1. Navigate the mouse to View menu > Sketch. Then a Field Diagram dialog as below will appear.

2. To show the sketch, user need to choose either the sketch is using assumed coordinate or actual coordinate or precomp.

Then user also can choose the type of line to appear on the sketch by ticking the types of line require. Finally click OK

button.

Lot ID

Manually key in

the station ID here

Defined Lot Rename the lot

number after get the

real lot number.

________________________________________________________________________________________________ 42

3. Once the sketch appears, user can start to define the lot. Click the Graphical Define button or click Define

menu > Graphic Define. The Define Lot dialog box below appears.

Note: when you are defining lot, please make sure that you have selected the

Lot radio button before proceed.

4. Enter in the Lot ID at the ID combo box and select the station ID for the starting point of the traverse. Then continue to

pick the station of the traverse route until it form a loop.

5. Then click the save button to save.

________________________________________________________________________________________________ 43

5.1.4.5 Island Lot

1. In the Define Lot dialog, click on the Island Lot button.

2. Key in the main lot number, then key in also the “include” or “exclude” lot number.

5.1.5 Define Direct Line

5.1.5.6 Manual Way

1. Click Computation > Define Menu > Direct Line.

2. Enter the From and To station in the Auto Search column. Then click Search button. The Route Edit Box will show

out the direct line route. Click Done to save it.

3. You can just manually key in all the station with comma for the route.

Route ID

Route Edit Box

(can manually

key in)

Auto Retrieve

Direct lines Saved direct line

route

Auto Search for

Direct line route

________________________________________________________________________________________________ 44

4. Or you also can click on the Auto button to retrieve all the direct lines (but must already define block / lot).


1. Click on the define Direct Line icon, use the mouse to click on the graphic to create the direct line, e.g. Station 8

and Station 9.

2. Then, click Search button to search for the route and then click Save button to save the direct line in Graphic Define

Direct Line dialog.

________________________________________________________________________________________________ 45

5.1.6 Define Connection Line

5.1.6.8 Manual Way

1. Click Computation > Define Menu > Connection Line.

2. Enter the From and To station in the Auto Search column. Then click Search button. The Route Edit Box will show

out the direct line route.

3. Chose for the connection line type. Conn Ln will be shown as “dash line” which is the connection line between lot and

lot. Bdy Ln will be the solid line.

4. Click Done to save it.

5. You can just manually key in all the station with comma for the route.

Route ID

Auto Search for

Direct line route

Route Edit Box

(can manually

key in)

Saved direct

line route

Connection

line type

________________________________________________________________________________________________ 46


1. Click on the define connection Line icon, use the mouse to click on the graphic to create the connection line, e.g.

Station 6 to Station 7.

2. Then, click Search button to search for the route, chose for the connection line type and then click Save button to save

the connection line in Graphic Define Connection Line dialog.

5.1.7 Match PO/New or SKL/New

5.1.7.10 Manually

This step can be ignored if you done for the Base Computation in Refixation function (when you click on the Adjust & Refix

button, it will automatically match for you).

1. Click Computation > Define Menu > Match PO/New.

2. Select the PO Stn ID and the New Stn ID from the list which is a common point. Click match button to save it.

________________________________________________________________________________________________ 47

3. Or you can key in the New Stn ID in the edit box and match wit the SKL Stn ID from the list which is a common point.

Click match button to save it.

5.1.7.11 Graphically

1. Before match the PO and New by graphically, you must on for the PO and New graphic in Actual Coordinate

(Graphic > Sketch).

2. Click on the Match PO & New icon, and then select the station that you wish to match. After that, click Match in

the Match PO and New Stn dialog.

________________________________________________________________________________________________ 48

5.1.8 Stn Remark

1. Click Computation > Define Menu > Stn Remark.

2. Enter the At Stn ID and To Stn ID and click Search button

3. Select option you want and enter in the comments to the specific given edit box. Finally click the save button

to save.

5.1.9 Edit Station ID

1. Click Computation > Define Menu > Edit Stn ID.

2. User can edit the station ID by choosing the station number from Existing Stn ID combo box and then key in

the New Station ID. Then click OK.

________________________________________________________________________________________________ 49

5.2 M & C Correction

In this part, we will show you the steps how to apply the M & C correction after completing survey capture in

without do the calculation for the correction. You need to do Close Statement first before do C correction and do

Sun Observation first before do M correction.

5.2.1 C Correction

For C Correction, normally we will apply in immediately after save for the Close statement. But if you forgot or

need to reapply the C Correction, you may use the manual way.

1. Navigate to Correction menu > C Corr.

2. Select the close statement list that you want to apply the C Correction by just double clicks (highlight) the

selected close statement. Then click Apply button. So, the C Correction is done.

3. You also can click on the Apply All button if only after you clear all the correct. The C correction will be

applied all by sequence.

5.2.2 M Correction

1. Navigate to Correction menu > M Corr.

4. Select the sun list that you did for Sun Observation. Apply the C Correction by just double the Solar List.

5. Change the At Stn and To Stn if you want to apply the M Correction from different start line. For example,

Solar Observation done in line 3-4 but you want to apply the M Correction from the beginning of the survey,

and then you need to change the At Stn and To Stn to 2 and 1.

Apply Status

Y = Yes

N = No

________________________________________________________________________________________________ 50

6. Then click Apply button. So, the M Correction is done.

5.2.3 Clear Correction

5.2.3.1 Clear Correction (not recommended)

1. Navigate to Correction menu > Clear Corr. A Clear Corr dialog will be displayed as below.

2. Just click the records where you want to start clearing the correction. Then click Clear button or click on M Clear

button if just only the M Correction want to be clear.

5.2.3.2 Clear All Correction

1. Please back up a job before clear all correction.

2. Navigate to Computation menu > Clear All Corr.

3. A Warning message saying that all C correction and M correction will pop up. Click Yes button if you confirm want to

remove all, else click No button.

________________________________________________________________________________________________ 51

5.2.3.3 Clear All Correction (back to RAW)

1. Please back up a job before clear all correction (back to RAW).

2. It is not recommended that you clear all correction back to RAW. After the Data back to raw, all your back bearing will

become raw data which is without any correction. It will be hard to check back if anything.

3. Navigate to Computation menu > Clear All Corr (back to RAW).

4. A Warning message saying that all observation to RAW data. Click Yes button if you confirm, else click No button.

5.3 Precomp Area for Area Comparison

For the area comparison, we can either import the SKL ASCII or PU ASCII for the approve area to compare with

our survey data.

5.3.1 Import PU ASCII Return

1. Navigate to File > Import > Read PU ASCII. Search for the PU ASCII return file from JUPEM and open it.

2. But you must make sure there is the correct file that you import.

3. Then, when you compute in the computation dialog, it will automatically compare with the surveyed area.

________________________________________________________________________________________________ 52

5.3.1.1 Check PU Lot Details

1. Navigate to Computation > Define > PU Lot Details.

2. Double click the PU lot number to check on the details including the approve area.

3. If found that is the wrong PU ASCII you imported, can just click on the Delete All button and re-import the correct

ASCII file.

5.3.2 Enter SKL/ PU (Precomp) Area for Area Comparison

If there is only few SKL lot area to fill in (if do not have PU ASCII Return from JUPEM), you can select for this

option, manually enter the Precomp area for each lot. For those big jobs which are more than 10 lots, it is

recommended to import the PU ASCII return from JUPEM / SKL ASCII.

1. Navigate to Computation > Define > SKL Details Entry.

2. Key in the Lot number, then key in the SKL Area and PU Area (SKL and PU Area should be same). Delete

the station route. Then, click on Save button.

3. Repeat the steps for the other lot.

________________________________________________________________________________________________ 53

5.4 Survey Computation

1. Go to Computation menu > Computation to do all you computation.

2. Follow the sequence (Traverse Direct Ln Mean Ln Coord. Lot Conn Line SKL Lot) and

select the radio button for the type of survey you want to compute. And click on Compute button.

3. Do not need to compute the SKL Area.

4. If got error when compute, must check and correct it before proceed to another steps.

5. Check on the result after compute. Last, just reset the coordinate and compute All.

5.4.1 Traverse

Need to check on the connectivity and misclosure.

1. If come out error said that: Coordinate for Start Station are 0,0 In Connectivity 2,

a. Means that that particular traverse list 2 (example) is not start from a known point or not link with

previous traverse list.

b. We have to check the traverse list 2 and edit in Define > Traverse.

Computation

results

Remove all

computed

lines i.e.

direct line,

missing line.

________________________________________________________________________________________________ 54

2. After manage to compute the all the Traverses, need to check on the misclosure. (scroll down to the bottom)

a. Check on the Failed Traverse for the Bearing & Distance for each of the line in the Traverse route.

Edit if got wrong

b. Please be reminded that in the Traverse defination just only can go through direct Measured line but

not Compute Line.

5.4.2 Direct Line

If the direct line shown is not the same with what you want (compare with adjusted precomp), then may need to

change the route to compute the direct line in Computation > Define > Direct Line.

________________________________________________________________________________________________ 55

5.4.3 Mean Line

Mean line will be form and computed if only you got define Block.

5.4.4 Coordinate

If come out this error message, means you got some points that cannot compute for the coordinate. You must

check back on the Define > Coordinate there, must make sure that you got fix at least 1 PO point and 1 New

point.

5.4.5 Lot

After Compute, if got failed, please check on the related direct line or mean line first.

5.4.6 Connection Line

Check the connection bearing distance.

5.4.7 SKL Lot

This is to compute the Area Comparison between Precomp Area and Surveyed Area. You must either import the

PU ASCII Return or SKL ASCII (with real lot number) or key in the Precomp Area in Define > SKL Detail

Entry before compute.

________________________________________________________________________________________________ 56

5.5 Base Computation

What ever regarding to PO and New comparison, we should do it here. E.g. 3 Good Marks or Base Refixation

Line.

5.5.1 Base Refixation

1. Navigate to Computation menu > Refixation.

2. Then click the AtStn combo box and ToStn combo box to choose from which station you want to calculate

the base. Then click the New button

Auto retrieves the PO Station

route according to PO AtStn

and ToStn input and computes

the bearing and distances.

Auto retrieves the New Station

route according to New AtStn

and ToStn input and computes

the bearing and distances.

Difference

between PO

and New

will be auto

compute and

displayed

respectively.

To search more

traverse route

To re-

computes if

users has

make

changes to

its routes.

After completing base

calculation, do the refixation

for the missing mark.

(Adjustment)

Log the base before

adjusting PO value.

________________________________________________________________________________________________ 57

3. If after click on New button, you want to change the route, can click on Search More button. You can

choose the other route for the same line. Then click Select. Please make sure that you are choosing the

route which do not have direct line or compute line, then click OK button.

4. Repeat steps 2 and 3 for PO value. Click the PO button or Search More button to get the result.

5. The route for New Lines and PO lines is recommended with same direction path.

6. After select the PO and New route, the difference between New and PO will be calculated and shown.

7. Select the status (Good, Accept or Out) and click on Log PO/New button to log the route with the status. The

logged route will be showed here for your reference purpose.

________________________________________________________________________________________________ 58

8. After comparing and satisfied with the best base, you can double click the route and click Save Base button.

The saved route will be shown in the Base list box.

9. After save the route, we can continue with base refixation or setting out for missing mark. Highlight the

related base and click Adjust & Refix button. When you click on the Adjust & Refix button, it will

automatically match the PO & New for you.

10. Click Yes if you wan to adjust the PO Lines for refixation; No if you do not want o adjust the PO Lines.

11. A Question dialog will be shown to confirm whether want to Auto Compute the bearing and distance for

refixation. Click Yes if wish to.

12. Setting out dialog will come out, just close it.

________________________________________________________________________________________________ 59

5.6 Missing Line by Bearing and Distance

1. Navigate to Computation menu > ML by Brg Dist.

2. User can use Auto search the route or manually define the route to compute the bearing and distance. Enter

the At stn and To stn of the line that you want to compute and click Search button. After search and get the

route, click on Compute button to get the bearing and distance of the missing line.

Note: User can manually define the route that you want to use in the route edit box

5.7 Missing Line by Coordinate

1. Navigate to Computation menu > ML by Coord.

2. To compute the missing line using coordinate method, first enter in the At Stn and To Stn then click Search

button to get the coordinates (only if after compute the coordinates) or can manually key in the coordinates.

3. Finally click the Compute button to compute the bearing and distance.

________________________________________________________________________________________________ 60

6. Query Line

6.1.1 Delete by Query Line

1. To delete a saved record, navigate to Tools > Query.

2. Key in the At station ID and To station ID and click on the Query button.

3. If the query line exists, you will see that the bearing and distance of that particular line will appear. If not the

query line those not exist. To delete the line, click the DEL button.

6.1.2 Delete by View Lines

1. To delete a saved record, navigate to View Menu > Query.

2. Then click the View Lines tab locate at the top left corner of the dialog to change to the other page.

3. Search the line, highlight again the line that you want to delete, and click on the DEL button.

________________________________________________________________________________________________ 61

4. An Information or warning dialog will ask to confirm to remove the line. Click Yes to delete and No to

cancel.

6.1.3 Undelete Record

1. To undelete a deleted line, first choose the line type of Deleted Line, then choose which line you want to

delete, then click Undelete button. Click Yes for the WARNING dialog.

6.2 Query Bearing Distance by 2 Points

1. Navigate your mouse to View menu > B/D by 2 Pt or click Brg Dist by graphical picked 2 point at

toolbar.

2. A View Brg Distance by 2 point dialog will show up asking user to select first point. Click Yes to select the

first station but No to cancel.

________________________________________________________________________________________________ 62

3. Info for selected point is showed as follow and click Yes button to select second point. No to pick again.

4. The info for second point is showed out. Click Yes button if you want to compute the bearing distance from

first point to second point. Click No button if you want to pick again the second point.

5. The calculated bearing distance will be shown.

6. If you want to create a direct line between these two points, just click Create button. It will ask you whether

want to create a direct line. Click No if you not mean to create the direct line.

________________________________________________________________________________________________ 63

6.3 Pick Object Info

1. Navigate your mouse to View menu > Pick Object Info or click Pick Object Info icon at toolbar

2. Just click on the line or point that you want to know about it info. The Object Information dialog will pop

up as following. If you click on button, it will zoom to selected point or line.

________________________________________________________________________________________________ 64

7. Special Function

7.1 Bookkeeping

In this bookkeeping section (FieldBook > Bookkeeping), you can rearrange the time and date for every single

“observation” that you saved. The sequence of the data also can be rearranged here if needed.

7.1.1 Search Line

1. Key in From station and To station number for the line and click on Find button, the line will be highlighted.

7.1.2 Edit Sequence of the Data

1. Highlight the line(s) that need to be move up or down with the button of the right. After move, click on Save

button to save it.

________________________________________________________________________________________________ 65

2. Or you can just type in the sequence number which the highlighted data should go to, then click on GO button.

Click on Save button after edit.

7.1.3 Edit Date

1. Navigate to Field Book > Bookkeeping.

2. Highlight the data (one or more) which needed to be edited. Then, change the Date at the right hand side of

the window. Click on Save button after edit.

7.1.4 Edit Time

7.1.4.1 Edit Time for Single Line

1. Navigate to Field Book > Bookkeeping.

2. Highlight the data which needed to be edited. Then, change the Time at the right hand side of the window. Click on Save

button after edit.

7.1.4.2 Edit Time All Lines with Random All Time

1. After edit the time (correct time) for the first line for every new day, then, click on Random All Time button.

2. The time for all the lines, change accordingly to the first time of each day. Click on Save button after edit.

________________________________________________________________________________________________ 66

7.1.4.3 Edit Time for Few Lines with Advance Random Time

1. After edit the time (correct time) for the first line, highlight from the first line until the last line that you want it to edited

and click on Adv Random Time button.

2. Each of the line that highlighted will be change on the time. Click on Save button after edit.

7.1.4.4 Edit Time for Few Lines with Interval or by Distance

1. After edit the time (correct time) for the first line, highlight from the first line until the last line that you want it to edited

and click on Random Time button.

2. The Random Time dialog will be shown. There will have 2 options for the Interval Time for the observation. The first

option is for normal interval and the second option is for the interval time regarding to the distance of the line.

3. You may also randomize the time according to the distance. Check on the second opinion, key in the interval time or

may change for the distance also.

4. After click on the Random Now button. The random time is successfully applied for the lines. Click on Save button after

edit.

________________________________________________________________________________________________ 67

7.2 Merge Job

If the job is too big and you have separate it for different survey into few parts, then, you may need this job merge

function to help you merge back the job.

Must be same job file (PUBL no.). The perimeter (control traverse) must be the same for every part of the job, but

different station cannot be have the same station number. So, it is recommend that can arrange the station number

range before start to survey by parts.

1. After open the main job file, navigate to File > Job Merge.

2. It will ask to backup your file before merge. Click Yes and create a backup file.

Before Merge

After Merge

________________________________________________________________________________________________ 68

3. Then, select the second set of the job file to be merged. Click OK.

4. A Job Merge dialog will pop up. This dialog will be divided into 5 parts for merging, Observation line, Line

(included SKL, PO, Comp line and measure line), Route Defination, Solar observation and Base Line.

7.2.1 Manual Merge

Manual Merge allows you to select the data (Observation Line, Route, Solar, etc.) that you wish to merge in.

1. Observation

You can highlight the observation lines that you wish to merge into the main file.

i) To highlight the lines, may look into the last line from main file (e.g. 90-92).

ii) After make sure the last line, click on the next line from merging file (e.g. 199-371), press Shift at the

keyboard and click on the last line that you wish to be included.

iii) Click on the Add to Main button to add in.

Duplicate observation line

between 2 different file for

the job (with same station

number)

Highlight to select the lines

to be merge into the main

file from merging file

Click to add the

selected lines

into main file

Observation line in main file

Click to remove line

from main file

________________________________________________________________________________________________ 69

2. Line

Including SKL, PO, Comp and Mean line, also the Deleted line and measure line.

i) Select the line type from the check box to be shown in the column (e.g. Show SKL and Show PO).

ii) Highlight the PO or SKL lines that you wish to add into the main file.

iii) Click on the Add button to add into main file.

Select Line

Type to be

shown

Duplicate

Line

Duplicate

Station Highlight to select the lines

(PO or SKL) to be merge

into the main file

________________________________________________________________________________________________ 70

3. Route Definations

Including Traverse, Direct Line, Block, Lot and Connection Line’s route defination.

i) Highlight the route from Traverse, Direct Line, Block, Lot and Connection Line that you wish to add

into the main file.

ii) Click on the Add button for each type of route defination to add into main file.

Highlight to select the route

to be merged into main file

________________________________________________________________________________________________ 71

4. Solar

Just highlight the record that you want/need and click Add button.

i) Can double click on the sun list to see the data.

ii) Select or highlight the solar list that you wish to add into the main file.

iii) Click on the Add button for each type of route defination to add into main file.

Duplicate

Solar set

Highlight to select the Solar List

to be merging into main file

Sun observation data can

be shown with double click

on the sun list

________________________________________________________________________________________________ 72

5. Base Line

If you have some base line comparison (e.g. for base refixation) that already done in the merging file, you

may also add into main file.

i) Select or highlight the solar list that you wish to add into the main file.

ii) Click on the Add button for each type of route defination to add into main file.

iii) Can double click on the sun list to see the data.

6. After add in all the require data (Lines, Route Defination, Solar and Base Line), just click on the Merge

button on the bottom right to merge in the files.

7.2.2 Auto Merge

Manual Merge allows you to select the data (Observation Line, Route, Solar, etc.) that you wish to merge in. For

the auto merge function, the program will help you to merge all the possible lines, route defination and also the

solar set. But before that you must clearly make sure that you do not have any same station number for different

station.

1. Click Auto Merge button on the bottom of the dialog to merge the files.

2. Or you can just select to merge some of the data type. You may tick or un-tick the data types to select to be

merged.

PO & New data can

be shown with double

click on the list

Highlight to select the Base Line

List to be merging into main file

Duplicate Base Line

________________________________________________________________________________________________ 73

3. After that, click Merge button on the bottom of the dialog to merge the files.

4. Click OK for the Success dialog.

________________________________________________________________________________________________ 74

8. Report and Export

8.1 Reporting

8.1.1 Field Note (Field Book)

To organize and output survey measurement recorded into Field Note format similar to conventional field book

style.

1. Navigate to Report menu > Fld Note.

2. A Field Note Format dialog will be displayed as below. Check the format you wish to generate. You have an

option to include the deleted lines and exclude Vertical Angle.

3. A dialog will pop up showing the file is generated to which folder. Files are generated in the FieldBook folder

in your job file. Just click OK button.

4. You can view the generated field book by clicking Report menu > View Fld Note.doc, then open the

particular file.

8.1.2 Solar Report

1. Navigate to Report menu > Solar.

2. Repeat the steps to generate Field Book report as above.

________________________________________________________________________________________________ 75

8.1.3 Jilid Kiraan (JK)

To create and output the JK (Jilid Kiraan) file of current job. (File generated for JK file is mainsht.txt/doc/pdf).

1. Navigate to Report menu > JK.

2. Repeat the steps to generate Field Book report as above.

8.1.4 Survey Computation Report

To organize and output survey measurement recorded into Field Note format similar to conventional field book

style.

1. Navigate to Report menu > Traverse / Lot / Direct Line / Mean Line / Connection Line / Coordinate /

Base

2. The report is showed up as below.

a. Traverse – xxx_Trav

b. Lot – rLot

c. Direct Line – rDirectLine

d. Mean Line – rMeanLine

________________________________________________________________________________________________ 76

e. Coordinate

8.1.5 Print Observed Line

To output summary report of surveyed line with timestamp.

1. Navigate to Report menu > Print Observed Line.

2. A Save As dialog will display, type in the filename or use default file name and click Save button. File will be

save in *.html format.

3. A message box will pop up. File is saved in folder job.

________________________________________________________________________________________________ 77

4. Click OK and the *html file will be shown.

8.1.6 Print PO Lines

1. Navigate to Report menu > Print PO Lines.





8.1.7 Print GPS Points

1. Navigate to Report menu > Print GPS Points.



________________________________________________________________________________________________ 78



8.1.8 View *.doc, *.PDF, *.htm Report

To view all the report in different format such as doc file, PDF file and html file.

1. Navigate to Report menu > View *.doc/ *.PDF/ *.htm Report.

2. An Open dialog with selected extension (*.doc/ *.PDF/ *.htm) will be displayed. Just click which type of file

you wish to open and click Open button.

8.2 Export Files

Below is some guide line for you before export file.

Check on empty/unused lines

i. Navigate to Tools > Query, click on View Lines.

ii. Sort the Distance column. See whether got 0 distance line. If got, delete it.

Deleted line to show in ASCII file

i. If you do not wish to show “Garisan Dibatalkan” in your field book and also JUPEM ASCII files, please

navigate to FieldBook > Bookkeeping.

ii. Check on the status for every line whether with the Deleted Status. If got, highlight it and press Delete

button. After delete all the unwanted line, click Save button.

Double confirm time and date for each of the observation line

i. Navigate to FieldBook > Bookkeeping.

ii. You may highlight all the observation which you wan to change on the date and change it.

iii. If you want to edit the time, you may refer to Part 7.1.2: Edit Time.

iv. Actually if the time or date is overlapping, when you click on the Save button, it will pop up a

WARNING dialog. Otherwise, nothing comes out.

________________________________________________________________________________________________ 79

Check on unused station

i. Navigate to Computation > Delete > Remove Dean Stn.

ii. If there is some list of the dead station, click on Select All and then Delete them.

8.2.1 Export POB

1. Navigate to File > Export, select Export POB. Then, click OK.

2. POB file (PO data file) can be exported with adjusted value or original CP Value.

________________________________________________________________________________________________ 80

8.2.2 Export CPSWinF2F

When Export CPSWinF2F, need to enclose the particular EDM file. Must always be reminded that before export the *.CPS

file, must check through all the 16 ASCII files in the Checker, if there is no problem at all, then only proceed to CPSWinF2F

for Final Comp.

1. Navigate to File > Export, select Export CPSWinF2F. Then, click OK.

2. For the EDM file, due to EDM test is not done for every beginning job, so please search for your related EDM test file

from whatever folder you saved.

8.2.3 Export Sun

If you choose to export CPSWin32, this step can be ignored.

8.2.4 Export TRPS

8.2.5 Export JUPEM ASCII

To Export JUPEM ASCII, normally we will export All. Particular EDM file needs to be enclosed, can be multiple

EDM files. For the EDM file, due to EDM test can be used for multiple jobs, so please search for your EDM test

file(s) from whatever folder you saved.

Must always be reminded that all the 13 JUPEM files exported here, must be checked with CPS ASCII Checker.

If there is no problem at all (including all the Jupem Check Rpt), then only export *.cps and proceed to Final

Comp in CPSWinF2F. Is there is still got problem when check in the Checker, please solve it.

________________________________________________________________________________________________ 81

1. Navigate to File > Export. Dialog as following will shown.

2. Select Export Jupem ASCII. Then, select for ASCII file type to be exported. Recommend to tick on All

check boxes.

3. After that, browse the correct EDM file. Can be more than 1 EDM file.

4. For certain file, e.g. *.fbk, need to confirm whether Include Delete Lines or not.

5. Finally just click OK to export the JUPEM ASCII files.

Select those needs to be

export for JUPEM ASCII

Search for the related

EDM file (s).

EDM file List

________________________________________________________________________________________________ 82

8.3 Export Graphic / Field Diagram

User can export the graphic or field diagram into DXF format to be editing or plot in AutoCAD or other relevant

software.

1. Navigate to Graphic > Sketch to on New Lines in Field Diagram with Actual Coordinate.

2. Then, go to Layer > Add Sheet, key in the layer name, set the scale and chose the format. Then, click OK to

place the sheet.

3. After that, go to Layer > Field Diag. Transfer All to transfer the entire sheet into a plan layer.

________________________________________________________________________________________________ 83

4. Navigate to Text > Auto Label to label all the station ID and bearing distance.

5. Use the icon below to edit the text.

6. Last, you may go to Layers > Export Layer (DXF). Chose for the setting and click OK to export.

________________________________________________________________________________________________ 84

9. Utilities

9.1 Workspace

In this workspace, you can do setting for tolerance and computation option.

1. Navigate your mouse to Window > Workspace.

2. Then you can view Workspace page and Computation Option page as following.

3. Workspace page is to set tolerance for measurement. Default auto backup job is default to every 10 minutes.

4. Computation Option page is to choose the Mean Line Computation Method.

9.1.1 Display limited Field Book Record

If your job is very big which contain a lot of surveyed data, it’ll become slower. This is because of the file size

become bigger. For this case, you may just display the limited fieldbook record to reduce the using space and

make it faster.

1. Navigate to Window > Workspace.

2. Check on the Display Limited Fieldbook Rec check box and key in the number of last observation record

to be displayed.

________________________________________________________________________________________________ 85

3. Click Save. The last observation record (which you set) will be shown only.

9.1.2 Reverse Solar in ASCII

Please make sure this option is always uncheck. If you On this option, the solar line will always following the

traverse line direction which may be wrong.

________________________________________________________________________________________________ I

10. Troubleshooting

10.1 Raw Back Bearing Line xx – xx Not found

Double click the <ETools > icon in order to execute the program. An icon as shown in below is available in the

window desktop.

10.2 Method 2

If the ETools icon is not visible on your desktop, you can also launch it by navigate to the Start > All Program >

ETOOLS > ETOOLS.

10.3 Open Existing Job

In this part, we will show you the steps to open an existing job to be continued from previous.

1. Navigate to File > File Open.

2. An Open dialog will appear. Go into the particular job folder and highlight the *.ebk file and click Open.

10.4 Open Recent Job

In this part, we will show you the steps to open an existing job which is opened recently (up to 10 jobs) to be

continued from previous.

1. Navigate to File > Recent File.

2. Highlight the related file and click Open.

________________________________________________________________________________________________ II

10.4.1 Error when Export JUPEM ASCII



check boxes. Then click OK.

3. Dialog as following will shown.

________________________________________________________________________________________________ III

4. Click menu bar > Locate Station

5. Dialog as following will shown. Key-in stn no error to search and click OK

6. Navigate to FieldBook > Bookkeeping. Dialog as following will shown.

7. Go to Find and key-in stn no. error to search type of the line

________________________________________________________________________________________________ IV

8. Navigate to Record > Traverse. Dialog as following will shown.

9. Key-in stn no. error and Search. Click Edit Stn ID Dialog as following will shown.

10. Key-in BckStn ID and click Update


________________________________________________________________________________________________ V


check boxes. Then click OK.

13. Navigate to File > Export. Dialog as following will shown. Click OK

14. Navigate to File > Exit.

________________________________________________________________________________________________ VI

11. Attachment

11.1 F2F Work Flow

11.1.1 Precomp

CPSWinF2F

→ Job > New Job

o Key in Job Info & PU Details

Start Menu

CAD Menu

Comp Menu

→ Precomp > Import DXF

→ Precomp > Remove Duplicate Line

→ Precomp > Featurize lot

→ Compute > SKL Lot

→ Precomp > Apply lot no > PU Info

→ Precomp > Apply lot no >

Export PU ASCII

JUPEM

PU ASCII

CPSWinF2F Update Real Lot no

&

Data Preparation (for

surveyor)

CPSWinF2F

Start Menu

→ Precomp Check > Open Precomp

→ Job > Open Job

o Open the related job

Start Menu

Comp Menu → Precomp > Field Data > SKL Info

o Click “Rename Plot No

JUPEM Return Lot” button

o Read JUPEM Return PU ASCII

→ SKL ASCII

o Precomp > Field Data >

Export SKL ASCII

→ POB File (PO Data)

o Data Entry > PO Line

o Precomp > Field Data >

Export POB File

Survey

SKL ASCII

& POB

________________________________________________________________________________________________ VII

11.1.2 Adjusted Precomp

Survey

CPSWinF2F

Comp Menu

→ Job > Open Job


Start Menu

→ View > Sketch

→ Define > Coordinate (for both PO

& New points) → Define > Traverse

→ Define > Base

→ Compute > Coordinate

→ Compute > Traverse

→ Compute > Base

Sketch Menu

Perimeter Survey → Export *cps & copy to

C:/CPSData

Comp Menu → Precomp > Adj. Precomp >

Export Adj PO to CAD

CAD Menu → Open PO Layer

→ Sheet Planning

→ Transfer Plan

→ Delete unused point

→ Geoline

→ Delete All Points

→ Form line according Geoline

→ Precomp lot complete

→ Add lot no (with real lot number)

→ Precomp >

Remove Duplicate Line

→ Precomp > Featurize lot

Comp Menu → Precomp > field data > Export

SKL ASCII

SKL ASCII

Survey

________________________________________________________________________________________________ VIII

11.1.3 Survey

Job Menu

Survey

PocketCPS / CPSTablet

Field Capture

Menu

→ Job > New / Open Job

o Create a new job / open the

related job

→ Job > Job Info…

o Key in Job Information

→ Connect to the instrument /

total station.

Capture all the

required data

→ Job > Utilities > EDM Test

→ Solar Observation

→ Field Data

o DTF / Datum / Traverse /

Online/ Check Angle and

Distance / Bearing Close /

Close Statement / Offset /

TT Mark / Party Wall

→ Compile Line

*.ebk → Continue to the steps or copy the

whole job folder into desktop PC

for further processing in

CPSExplorer

________________________________________________________________________________________________ IX

11.1.4 Defination & Computation

Computation

Menu

Define Menu


/ CPSExplorer

→ Define > Coordinate o For both PO & New points

→ Define > Traverse

→ Define > Block / Lot

→ Define > Direct Line

o Click Auto button to retrieve

→ Define > Connection Line

o Also can do in CPSWinF2F

→ Define > Match PO / New

o To match PO and New station

(compute the coordinate in

computation menu and show on

sketch with real coordinate)

13 ASCII

→ Computation > Base Refix. o Do the PO & new comparison.

o For 3 good mark or baseline for

refixation. o At least must save 2 baselines for

a job (for 3 good mark)

Computation

Menu

→ Computation > Survey Comp.

Reset Coordinate & Delete all

Comp Line

o Traverse > Compute

o Direct Line > Compute

o Mean Line > Compute

o Lot > Compute

o Connection Line > Compute

o Coordinate > Compute

o SKL Lot > Compute

(Area Comparison)

o Reset Coordinate & Delete all

Comp Line

o All > Compute

If got error

CPS ASCII

Checker

→ File > Read Jupem ASCII → E.g.

C:\CPSData\(jobname)\CPSF2F

\PUBL…\surveyed\ASCII\…

→ Check 13 ASCII → Generate Report

*.cps

→ Export > JUPEM ASCII >

Export All

o 13 ASCII files


/ CPSExplorer

→ Export > CPSWinF2F

________________________________________________________________________________________________ X

11.1.5 Final Comp

From

Field

program

→ Export *cps & copy to e.g.

C:/CPSData

CPSWinF2F

Comp Menu

→ Job > Open Job


o Window > Workspace

(on Auto Search)

Start Menu

→ Check / Edit Job Info o Job > Job Info, Fahrasat,

CV (JK No) & Date → Check EDM → Check Sun → Check Field Book

o View > Fieldbook

→ Check Baseline

o Define > Base

→ Check Survey Line & Marker

Type o Data Entry > Surveyed Line

→ View > Sketch

Sketch Menu → Define > Traverse

→ Def Block / Lot

→ Def Connection Line

→ Def Direct Line

o Compute AutoSearch Direct

Line (Comp menu)

o Define > Direct Line

→ PO & New Match

o Compute > Coordinate (show

sketch) (Comp menu)

o Define > PO Match

Comp Menu → Compute > Reset Coordinate

→ Compute > …

o Auto Search Missing Line

o Traverse

o Direct Line

o Mean Line

o Coordinate

o Lot

o Connection Line

o Reset coordinate

o All

Area comparison Comp Menu → Data entry > Import PU ASCII

return (acs File)

→ Compute > All

A

________________________________________________________________________________________________ XI

JUPEM

→ File > Read Jupem ASCII → E.g.

C:\CPSData\(jobname)\CPSF2F\

PUBL…\surveyed\ASCII\…

→ Check 16 ASCII → Generate Report

CPSWinF2F

CAD Menu

→ Digital Signature > Sign Multiple

File (XML)

o Browse 16 ASCII + pdf (JK)

+ tif (CP) --> 18 Files in same

folder

o Key in

i. Approved Date

ii. Password

iii. Browse Digital Certificate

File (LSName.p12) <- no

spacebar

iv. View p12 > Next > signed

CAD Menu

→ Check / Edit Job Info o Job > Job Info, Fahrasat,

CV (JK No) & Date → Input > Text Input > Auto Label

→ Edit CP

→ Add Abuttal

→ Add Signature

o Input > Import DXF (Map Layer)

o Edit > Rect Copy (DXF Map

Layer)

o Edit > Move & Paste (Plan layer)

→ Conversion > CP to Tiff File (Plan

Layer)

Start Menu

→ [Open New Layer ]

> Input > Import Lot

→ Sheet > Add Sheet

(Include Library & Sheet Planning)

→ Sheet > Transfer

Comp Menu → Compute > All → Sheet > Main Sheet → Generate ASCII File

o Final Output > JUPEM Files

(16 Files)

o Final Output > File Existence

Check

Import Lot &

Sheet Planning

A

Edit Plan

CPS ASCII

Checker

CPSWinF2F

→ Copy PUBL folder (19 Files) 16

ASCII + 1 pdf + 1 tif + 1 xml

e.g.

C:\CPSData\(jobname)\CPSF2F\

PUBL…\surveyed\ASCII\…

If got error

________________________________________________________________________________________________ XII

11.2 After Survey Check List

No. Description Remark Status

A) Information & Survey Data (CPSExplorer)

1. Back Up file

2. Job Information

3. EDM Test

4. Sun Observation

5. DFT (Different Field Test)

6. Datum Start Job

7. Close Statement

8. M & C Correction

9. 3 Good Mark / Baseline / PO & New Comparison

Station: _______________________

10. Azimut Akui from line: ________________________

11. Line Remark. E.g. Ak dgn Mh

12. Station Remark. E.g. TLH

13. Mark Description

B) Hitungan (CPSExplorer)

1. Fixed Coordinate for Station: _____

2. Traverse Definition

3. Block Defination

4. Lot Defination

5. Direct Line Defination

6. PO & New Match

7. Export 13 ASCII Files

8. Check for 13 ASCII Files (CPS ASCII Checker)

9. Generate *.cps file

C) Final Comp (include JK and PA) (CPSWinF2F)

1. Job Information

2. Fixed Coordinate for Station: _____

refer to _______________________

3. Computation (Auto Search Missing Line & All)

4. PA (CAD menu)

5. LS visual signature (CAD Menu)

6. Conversion CP (PA) to TIFF format

7. Compute > All

8. Generate 16 ASCII Files

9. Check for 16 ASCII Files (CPS ASCII Checker)

10. Digital Signing

11. Check for 19 files and submit to JUPEM

________________________________________________________________________________________________ XIII

11.3 iTools Work Flow

Farahsat

(Job Information)

Solar

EDM

Field Data

Match PO & New

Baseline

Defination

Import PU ASCII

Create New File

Export

JUPEM ASCII

Export

CPSWinF2F

CPS ASCII Checker

Process to

Final Comp

Skip if already

got EDM Test

Computation

- DFT - Datum

- Traverse

- Online

- Bearing Close

- Close Statement - Semakan Harian

- Check Angle &

Disftance

- Base Refixation

- 3 Good Mark

- Using

CPSWinF2F

Match one to show out the graphic. Match All after

that when confirm the PO

Line is key in correctly

PO Lines

Must make sure do not have any error in Checker

only export to CPSWinF2F

itools user manual

Documents