cadastral studies (mgu1014 /...

CADASTRAL STUDIES(MGU1014 / MGHU1514)

WEEK 12&13-NEW CADASTRAL SYSTEM IN MALAYSIA

SR DR. TAN LIAT CHOON07-5530844

016-4975551

1

OUTLINE

• Applied eCadastre

2

APPLIED eCADASTRE

3

UPPER BOUND IN LSADuplicate Value For The Same Line

4

Line 4-1 bearing residual shown possible error?

5

THERE ARE 2 RECORDS FOR LINE 4-1? One for traverse (CODE = 12) and another for PO (CODE = 26)?

6

After deleting the line 4-1 for PO, result LOWER BOUND.

7

UPPER BOUND IN LSA“M” correction is not applied in

ASCII

8

Upper Bound And Failed

• In principle the survey is drop.

• Might be the survey on the ground or the 16 ASCIIoutput.– Meaning to say the survey and 16 ASCII output are not

TALLY.

• Suppose the survey and the 16 ASCII output are the same.

• Always check the chi-square result, bearing and distanceresidual for troubleshooting.

9

• Noticed that the COR file is NULL. COR file cannot be NULL.

10

Only those with √ can be NULL

11

• COR file is needed if doing Sun Observation.

• “M” correction is crucial but the “C” correction is ignoredby the system.

• The system will relate the “M” in the COR file to thefieldbook FBK data.

12

Finding

• Apply one point (Stn 6) as fix point in LSA

13

UPPER BOUND IN LSA16 ASCII and survey value not tally

14

Distance residual shown line 12-13 having the highest standard residual. This could be the line.

Check the FBK data.15

12-13 in comp sheet is 228.4310. But in FBK is 48.4310? 16

Once the value for 12-13 in FBK is wrong, the output to DAT file to be used for Least Square Adjustment

also is wrong.

17

Alter the line 12-13 in FBK to 228.4310. Same as in the comp sheet.

18

Result LOWER BOUND

19

UPPER BOUND IN LSADrop in survey

20

21

22

• Misclosure for 12-35 using 12 – 7 – 6 – 35 route :

• Calculate bearing and ditance for 12-35

23

• Misclosure for 12-35 using 12-13-14-15-16-17-18-19-20-21-22-11-23-25-26-27-28-29-30-31-32-33-34-35 route:

• Calculated bearing and distance for 12-35

24

Traverse 12-35 Bearing Distance

Observe (FBK) 162.1349 48.084

Short route 162.1351 (+0.0002) 48.315 (+0.231)

Long route 162.1400 (+0.0011) 48.318 (+0.234)

• Comparison Bearing and Distance

* Short route : 12 – 7 – 6 – 35* Long route : 12-13-14-15-16-17-18-19-20-21-22-11-23-25-26-27-28-29-30-31-32-33-34-35

25

• Exclude 12-35 in Star*Net LSA

26

• Include 12-35 in Star*Net LSA

27

ONLINE SURVEY CODING WRONG IN FBK

28

Online Remark in FBK

Original Data

Amended Data

Online parent is wrong, suppose in 39 – 47, but no 39-49.

29

eTSM Online procedure

23

4 5

Traverse Line Code Line Code Description

2 – 3 12 Traverse

2 – 4 13 On-line

2 – 5 13 On-line

4 – 5 23 On-line Check

2 – 3 13 On-line

5 – 3 23 On-line Check

Online Info is to store into .FBK and .COO 30

PROBLEM ZIPFILE

31

So many levels in the zip file? The folder structure is wrong.

32

The correct folder structure when view in winzip.

33

PROBLEM FOLDER STRUCTUREESPECIALLY FOR CRM

34

eVRSCAL AND NOT eVRASCAL

If static must provide us the following :

1.PVM_PUBLSEL2052_2010.html2.Core-RINEX/Virtual RINEX downloaded from JUPEM

35

MUST BE ONLY 1 POT AND 1 CRM FILE

36

37

TOO MANY POT AND CRM FILES

38

CRM office encountered problem to match RAW data to which point?

The FILENAME and FILENO tab spacing are wrong.

Yours

The correct format

39

Yours

The correct format

The FILENAME, FILENO and STNID tab spacing are wrong.

40

Yours

The correct format

MARK_DESC is referring to actuall mark on the ground and not GPS as people always wrongly coded. It is either PAIP BESI BERKONKRIT or PEPAKU BERKONKRIT in accordance to KPUP6/2009

41

Yours

STN_STATUS for FULL STATIC is “20” and for RTK is “31”

42

Yours

The correct format

Where is the data for STDERREAST and STDERRNORTH? They are COMPULSORY fields.

43

44

The eVRSCAL.html format is not as required.

45

The required eVRSCAL.html format for at least 3 pillars. No need to upload to SPAKLS like the EDM.

46

The RTGA.html format is not as required.

47

The required RTGA.html format.

48

The required PVM.html format if FULL STATIC.

49

Field Survey –CRM Criteria KPUP 6/2009 Pg36

50

Field Survey –CRM Criteria KPUP 6/2009 Pg36

51

Field Survey –CRM Criteria KPUP 6/2009 Pg38

EDM FILE

52

53

Registration (KPUP 6/2009 Pg11)

Correct - EDM

54

Wrong- EDM

Please delete the <filename>.edm. Leave only the one downloaded from SPAKLS

55

Sample EDM File From SPAKLS

56

Fail *.edm yang telah diluluskan oleh JUD hendaklah dimuatturun dan dihantar bersekali dengan 15 ASCII yang lain

Untuk muat turun fail *.edm, klik papar

57

JTB boleh muat turun fail yang telah diluluskan oleh JUDDi SPAK LS

58

This information will only appear if there is a sun observation SOB being made because the SurveyorName field is there. If no sun observation, the SurveyorName will not appearing because the FAH does not has the SurveyorName field.

59

LS WRONGLY EDIT THE CP

60

61

Click download button from the list of Certified Plan

Right click PA number and choose ‘save target as’.

62

Click Save button to save the file

63

AMALGAMATION/MINIMUM SURVEY

64

The Requirement

• Resurvey of lot (landed) / Amalgamation / MinimumSurvey– Lot must be in NDCDB– If no lot in NDCDB, can ask for the advise from

State’s JUPEM to update the area of survey– PO value is referring to NDCDB’s value

65

66

• FBK

• FAH

• ACS

• TPS

• COO

** NOTE :1. The 16 ASCII still need to be submitted. 2. The rest of the files other than those listed above can be NULL.3. Lots to be amalgamated must be in NDCDB before this process is done.4. PO value is taken from NDCDB/PA.5. FBK is NULLABLE.

67

Mandatory ASCII Needed

NDCDB LOT

NDCDB LOT

NDCDB LOT

Nilai Asal (PO)

PO POPO PO

1 32 4

8 67 5

1103110001234

NOTES:•Each PO line must overlap with existing NDCDB BDY, else won’t consider as amalgamation lot.•Amalgamation lot will not go through SUM.

Nilai Asal (PO)

Nilai Asal (PO)

Nilai Asal (PO)

Nila

iAsa

l(P

O)

Nila

iAsa

l(P

O)

68

Scenario : Amalgamation Lot (without survey)

SNR Job Cantuman Job

• Ensure all station in NDCDB STN Layer

• No SUM Checking

• To differentiate from Cantuman Job, not all BDY = PO

• All Station = Old Mark

• Counter Check with NDCDB Stn

• Ensure every PO line will exist in NDCDB BDY layer

• No SUM Checking

• To differentiate Cantuman Job from SNR Job based on the submitted data, need to include PO Line into FBK

• IF All FBK Line= PO, then = Cantuman Job

NDCDNDCDB LOT

1

NDCDNDCDB LOT

2

NEW_NEW_PDUK LOT

PO PO PO

PO

PO PO PO

POPO PO

NDCDNDCDB LOT

1

NDCDNDCDB LOT

2

SNR LOT

PO

PO PO

POPO PO

Dpi

Dpi

69

Checking Algorithm – To Determine SUM Checking is Necessary

NO Field Sample Value

1 FIleName PUBLJ

2 FileNo 2008_2010

3 StnFromNo

4 StnFromType

5 StnFromSerial

6 OccStnNo 2

7 OccStnType BKL

8 OccStnSerial

9 StnToNo 3

10 StnToType BKL

11 StnToSerial

12 CLFrom 0.0000

13 CRFrom 0.0000

14 CLTo 39.0210

15 CRTo 219.0210

16 AvgBearing 39.0210

17 VAToCL 90.0000

18 CaToCR 270.0000

19 SDToCL 71.849

20 SDToCR 71.849

21 HD 71.849

22 ObsDate 20100716

23 ObsTime 094957

24 LineCode 26

25 Remarks

26 ParentFrom

27 ParentTo

FBK ASCII

70

NO Field Sample Value

1 FIleName PUBLJ

2 FileNo 2008_2010

3 SurveyType 8

4 Negeri 01

5 Daerah 02

6 Mukim 08

7 Seksyen 000

8 Lot 193382

9 SurveyorIC 610911015245

10 StartDate 20100317

11 EndDate 20100716

12 InstNo 617442

13 Remarks

71

FAH ASCII

NO Field Sample Value

1 FIleName PUBLJ

2 FileNo 2008_2010

3 Negeri 01

4 Daerah 02

5 Mukim 08

6 Seksyen 000

7 Lot 193382

8 SKLArea 130.1

9 PUArea 130.1

10 SvyArea 130.064

11 Percentage 0.03

12 Misclosure 92819

72

ACS ASCII

L, 1234, 11, 03, 11, 000, 100.2

1, 2, 3, 4, 5, 6, 7, 8, 1

END

K, 1,P

North, East, MarkDesc, , , M

END

K, 5,P

North, East, MarkDesc, , , M

END

K, 8,P

North, East, MarkDesc, , , M

END

73

TPS ASCII

NO Field Sample Value

1 FIleName PUBLJ

2 FileNo 2008_2010

3 StnNo 2

4 MarkDesc BKL

5 Serial

6 North -50594.539

7 East 20109.985

8 Code 4

9 Remarks

74

Survey Station

UPLOADING AND DOWNLOADING FILES FROM JUPEM2U

75

The Summary

• Perform Survey On The Ground As Usual.

• Zip The File.

• Upload The 16ASCII Zipfile To Jupem2u.

• Download The Uploaded 16ASCII From JUPEM2U. It Will Be InThe Form Of Zipfile.

• Use Jupem ASCIIsigner To Sign The Files.

• Upload The Signed 16ASCII Zipfile To JUPEM2U.

• Click The File Checkbox And Send To JUPEM2U.

76

LS ePKI DIGITAL SIGNING TOOLS

77

SPAKLS Homepage

78

JUPEMAscii Signer v3.1 and LLSOFFLINESIGNER V4.2

79

JUPEM ASCIISigner v3.1

80

LLSOfflineSigner v4.2

81

CERTIFICATE INSTALLATION

82

DigiCert Certificates

1) Root Cert – class2root.cer

2) Intermediate Cert – digisignidbasic1.cer

3) Soft Cert – noIC.pfx

– Refer to Certificate Installation.pdf

83

JUPEM ASCII Signer v3.1

84

Click the icon to DOWNLOAD SURVEYED ASCII FOR ePKIand click SAVE. Make sure knowing where the file is saved?

85

Activate ASCII SIGNER, select the ZIPFILE and click OPEN

86

All the files shall be unzipped

87

Click ESIGN, select the certificate and click SIGNING. Then keying the password and click OK 88

Message states the files have been signed and the location of the signed ZIPFILE 89

After signed, the zipfile shall has an XMLDSIG.XML file. Upload to JUPEM2U and then SEND to JUPEM.

90

Assume files already signed and to start uploading process, click upload surveyed file button and send to TPU. 91

The ASCII SIGNER is v3.1. if not then please download from SPAKLS. To check the version, click ABTUS 92

LLSOfflineSigner v4.2

93

SIGN CP OFFLINESIGNING CP THROUGH LOCAL PC

94

Make Sure Certificate Is Installed

95

Print Unsigned PA

96

Click view file Ukur at selected file Ukur number97

Click download button from the list of Pelan Akui98

Right click PA number and choose ‘save target as’.99

Click Save button to save the file100

101

Please Refer to the Manual

Login back to JUPEM2U Application. Click view file Ukur at selected file Ukur number 102

To start the uploading process, click upload button.103

Upload PA file. Browse to CP that has been signed before.

104

Verification appear. Once success, click complete job button 105

Signing Done, click close this window. File automatically moved to TPU_PD 106

DELETING FILE

107

Deleting File With Prefix “J”

108

Deleting File With Prefix “P”

LS “RETURN” THE FILE TO TPU_TD AND ASKING FOR DELETING IN THE MINUTE 109

Deleting File With Prefix “P”

“SEND” – completed a task and need to forward the file

“RETURN” – return without attending to a task or QUERY file by JUPEM

110

LJT NOTIFICATION

111

From To When Notification To LS Claimed

1 TPU_ TD

LS Appove Temp File with Lot Number

Notice 1: LS Job – Application For Lot Number Approved

LJT and LS(ekadasnotification@gmail.com)

6 months period as in Regulation 100 Licensed Land Surveyor Regulation taking into effect

2 LS TPU_TD

LS Lodge Surveyed ASCII via J2U

Notice 2: LS Job – Final Survey Submission Successful

TPU_TD , LS and LJT(ekadasnotification@gmail.com)

Maximum 60%

3 LS TPU_PD

LS Signed PA, sent to TPU PD

Notice 3:LS Job – LS Signed PA

TPU_PD, LS and LJT(ekadasnotification@gmail.com)

Maximum 81%

4 TPU_ PD

LS After Pengarah Signed PA , sent to TPU PD, and TPU PD signed eFee, and B1, then sent to LS to be automove to Land Office Notice 4: LS Job – PA Approved

LS, LJT and PTD/PTG(ekadasnotification@gmail.com)

Final 18%

112

T H A N K YO U

113