Report Detailing Engineering Surveying PDF

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work based project for all the sudents that take engineering surveying.this is detailing report...

Description

FACULTY OF CIVIL ENGINEERING & EARTH RESOURCES ENGINEERING SURVEY FIELDWORK

DETAILING (Standard Of Procedure) Subject Code Date Group Number Section

DAA2322 ENGINEERING SURVEYING FIELDWORK 04/06/2021 GROUP 8 A21LD Name Id no.

Student Name & ID Number

NUR ANIS SYAFIQAH BINTI MOHD EZAMRI WAN MUHAMMAD NAJMI BIN WAN ZULKIFLI NURUL EDNA ALLYSHA BINTI ZULZAINI NUR EMIRA DIANA BINTI ABD RAHMAN NUR FADLHLIN IZZATI BINTI MOHD ZAKI

Person in charge Marks Remarks

Endorsement

Lecturer: DR. SYARIFUDDIN BIN MISBARI Technician:

AB19160 AB19311 AB19320 AB19152 AB19233

TABLE OF CONTENT 1.0 INTRODUCTION............................................................................... 1 1.1 OBJECTIVE................................................................................. 2 1.2 DEVICES....................................................................................... 3 2.0 PROCEDURES................................................................................... 4 3.0 RESULT............................................................................................... 8 4.0 ANALYSIS......................................................................................... 17 5.0 CONCLUSION.................................................................................. 18 6.0 REFERENCE.................................................................................... 19 7.0 APPENDIX........................................................................................ 19

1.0 INTRODUCTION

Detail survey shown detail of selected features at a specific area. Features could simply be define as a natural and man-made structures that are located at any land. There is a lot of thing that could be define when detailing such as vegetation, type of soil, buildings, land utilities, fences and boundaries, roads, land marks and so on. Any reading that are recorded by the surveyor are capture by using a Total Station or Electronic Theodolite, levels and GPS or will be drafted by using CAD (Computer Aided Drafting) software. The data usually include the elevation of the land or how high is the land above the datum. A very commonly used arbitrary level is the Mean Sea Level that will be define as zero meters high. Hence, the Easting and Northing Coordinates of the land could also be taken.

Detailing survey had commonly used in purposing development application of an initial survey. There is a few thing that are required a detailing survey before be built which is knockdown rebuild, house extension, swimming pol and garage addition. In plan of detail survey will be shows the feature that exist on the land and levels across a property or any relevant adjoining property that may be required. This detailing will be reference of any builders or architects or draftsman for their future designing work. The survey should also be lodged as part of a DA or any complying development to the local Government authority or even any private certified. The detailing result and planned are depends on the varies from one job to another. Apart from that, it also depend on how much information that the client requested or the architect’s scope of work required. The detail could be use to planning any construct or extend a building on land. Secondly, it could also define any location and recorded all the land feature and structures. Lastly, it could provide any present information that required on the land for any land valuation purpose or any other purpose.

1

DETAIL SURVEY EXAMPLE 1

1.1 OBJECTIVE 1.

To gathered data (I.e location man-made and natural features) of a parcel of ground within UMP area using radial positioning and tacheometry.

2.

To produce of the scaled drawing of a parcel of ground within UMP area.

1.2 DEVICES

PRISMS

THEODOLITE

TRIPOD STAND

PRISM POLE

SPIRIT BUBBLE LEVEL

FIELDBOOK

2.0 PROCEDURES 1.

Setting up the Theodolite

2.

Setting up bearing to RO (Topcon GTS220)

3.

Measured other point using Built-EDM Theodolite

4.

Measured to other points using Theodolite with Tacheometry technique

3.0 RESULT UNIVERSITY COLLEGE OF ENGINEERING &TECHNOLOGY MALAYSIA FACULTY OF CIVIL & ENVIRONMENTAL Station No: 1

Station RO: 2

Height of Inst: 1.44m

RL Obs Station:49.224

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34

00°00'00" 2°07'10" 9°18'45" 12°53'15" 4° 04’ 55” 8° 47’ 10” 30°31'50" 147°01'25" 110°53'15" 107°42'25" 82°25'20" 78°13'00" 82°10'45" 82°10'40" 81°52'45" 51°13'20" 50°38'50" 50°16'25" 50°25'00" 57°26'50" 23°34'15" 23°13'25" 22°41'00" 18°49'30" 19°10'55" 17°44'55" 26°45'15" 26°14'05" 23°14'15" 22°01'50" 21°08'75" 18°14'15" 17°52'00" 17°52'05"

Distance(m) 51.759 52.063 53.64 42.247 40.913 15.933 18.339 4.109 9.715 11.336 16.526 16.742 24.214 24.603 25.08 29.121 28.861 28.421 30.401 31.883 47.876 47.733 47.459 42.382 41.693 37.49 54.791 52.958 57.274 56.493 57.694 56.836 56.459 56.057

Diff of Ht(m) -0.461 -0.379 -0.412 -0.262 -0.24 0.102 0.088 0.389 0.386 0.322 0.031 0.166 -0.006 -0.66 -0.14 -0.388 -0.822 -0.203 -0.26 -0.18 -0.819 -1.17 -0.677 -0.226 -0.197 -0.172 -0.278 -0.274 -0.629 -0.653 -0.648 -1.065 -1.364 -0.756

Ht of Reduce level Pole (m) 1.75 48.763 1.75 48.384 1.75 47.972 1.75 47.71 1.75 47.47 1.75 47.572 1.75 47.66 1.75 48.049 1.75 48.435 1.75 48.757 1.75 48.788 1.75 48.954 1.75 48.948 1.75 48.288 1.75 48.148 1.75 47.76 1.75 46.938 1.75 46.735 1.75 46.475 1.75 46.295 1.75 45.476 1.75 44.306 1.75 43.629 1.75 43.403 1.75 43.206 1.75 43.034 1.75 42.756 1.75 42.482 1.75 41.853 1.75 41.2 1.75 40.552 1.75 39.487 1.75 38.123 1.75 37.367

Remarks S2 R2 R3 R4 R5 R6 R7 R8 R9 LP10 MH11 MH12 D13 D14 D15 D16 D17 D18 SP19 SP20 D21 D22 D23 MH24 MH25 LP26 SP27 SP28 EP29 EP30 EP31 D32 D33 D34

Sketch

REFER APPENDIX 1.1

Bearing

R E F E

Stn/Pt

Page No: 1

35 36 37 38 39 40 41 42 43 44 45 46

356°11'55" 358°53'35 358°31'50" 358°00'10" 356°35'15" 349°31'55" 338°23'00" 340°06'30" 339°33'50" 300°06'00" 302°15'00" 308°28'10"

53.276 46.3 39.118 32.164 14.062 6.692 9.083 8.392 11.76 4.661 4.171 3.638

-0.495 -0.516 -0.311 -0.315 0.107 0.202 -0.819 0.184 0.157 0.157 -0.971 0.284

1.75 1.75 1.75 1.75 1.75 1.75 2.5 1.75 1.75 1.75 2.5 1.75

36.872 36.356 36.045 35.73 35.837 36.039 35.22 35.404 35.561 35.718 34.747 35.031

P35 P36 P37 P38 P39 P40 D41 D42 D43 D44 D45 D46

UNIVERSITY COLLEGE OF ENGINEERING &TECHNOLOGY MALAYSIA FACULTY OF CIVIL & ENVIRONMENTAL Station No: 2

Station RO: 3

Height of Inst: 1.44m

RL Obs Station: 35.031 Distance(m)

47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81

00°00'00" 01°53'30" 356°58'05" 345°15'50" 357°15'20" 344°36'30" 01°57'15" 06°29'05" 347°20'05" 02°10'40" 05°50'40" 04°57'50" 04°07'20" 09°31'55" 09°57'05" 10°27'45" 06°39'10" 21°54'35" 47°33'50" 78°11'25" 74°31'50" 74°00'20" 73°53'00" 82°00'45" 100°33'20" 108°31'35" 93°39'55" 58°37'00" 155°62'30" 160°37'25" 163°58'45" 300°29'35" 319°59'45" 320°29'45" 321°40'15"

34.065 29.114 33.399 33.375 30.548 27.928 25.02 25.765 21.526 24.678 31.982 31.819 31.608 28.311 28.686 29.316 25.331 20.104 16.452 18.547 20.902 21.459 21.905 15.729 10.389 9.24 6.264 4.926 4.408 4.652 4.746 17.69 26.236 26.066 25.808

Diff of Ht(m) 0.775 0.797 0.881 0.859 0.822 0.828 0.82 0.893 0.847 0.819 0.608 -0.011 0.414 0.34 -0.074 0.348 0.444 0.697 0.435 0.261 0.226 -0.506 0.19 0.434 0.45 0.259 0.417 0.48 0.322 -0.492 -0.14 0.292 0.143 0.092 0.585

Ht of Pole (m) 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 2.5 1.48 1.48 2.5 1.48 1.48 1.48 1.48 1.48 1.75 2.5 1.75 1.75 1.75 1.75 1.75 1.75 1.75 2.35 1.75 1.75 1.75 2.5 1.75

Reduce level

Remarks

35.806 S2 36.603 P48 37.484 R49 38.343 R50 39.165 R51 39.993 R52 40.813 R53 41.706 P54 42.553 R55 43.372 R56 43.98 D57 43.969 D58 44.383 D59 44.723 D60 44.649 D61 44.997 D62 45.441 P63 46.138 P64 46.573 P65 46.834 P66 47.06 D67 46.554 D68 46.744 D69 47.178 P64 47.628 R71 47.887 P72 48.304 P73 48.784 P74 49.106 D75 48.614 D76 48.474 D77 48.766 LP78 48.909 D79 49.001 D80 49.586 D81

Sketch

REFER APPENDIX 2.2

Bearing

REFER APPENDIX 2.1

Stn/Pt

Page No: 2

Stadia Report Stadia File :

STN STN STN AT/BS SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT

3 2 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

998.597 997.836 1000.000 0.0000 0.0000 2.0710 9.1845 12.5315 12.5315 8.4710 30.3150 147.0125 110.5315 107.5315 82.2520 78.1300 82.1045 82.0040 81.5245 51.1320 50.3850 50.1625 50.2500 57.2650 23.3415 23.1325 22.4100 18.4930 19.1055 17.4455 26.4455 26.4515 23.1415 22.0150 21.0875 18.1415 17.5200 17.5205 356.1155 358.5335 358.3150

936.322 973.101 1000.000 2 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000

49.973 49.998 50.000 1.440 51.759 52.063 53.640 42.247 40.913 15.933 18.339 4.109 9.715 11.336 16.526 16.742 24.214 24.603 25.080 29.121 28.861 28.421 30.401 31.883 47.876 47.733 47.459 42.382 41.693 37.490 54.791 52.958 57.274 56.493 57.694 56.836 56.459 56.057 53.276 46.300 39.118

Page

1

CP2 CP3 B1 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750

S2 R2 R3 R4 R5 R6 R7 R8 R9 LP10 MH11 MH12 D13 D14 D15 D16 D17 D18 SP19 SP20 D21 D22 D23 MH24 MH25 LP26 SP27 SP28 EP29 EP30 EP31 D32 D33 D34 P35 P36 P37

995.849 993.909 987.103 987.305 987.706 996.311 989.447 998.047 991.230 989.526 983.496 983.389 975.824 975.440 974.967 975.908 976.287 976.755 975.092 971.837 977.398 977.721 978.246 983.151 983.187 985.745 971.496 972.445 973.255 974.678 974.936 977.941 978.425 978.577 999.258 997.179 997.864

Stadia Report Stadia File :

SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT AT/BS SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT SD/HT

38 39 40 41 42 43 44 45 46 2 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77

358.0010 356.3515 349.3155 338.2300 340.0630 339.3350 300.0600 302.1500 308.2810 0.0000 0.0000 1.5330 356.5805 345.1550 357.1520 344.3630 1.5715 6.2905 347.2005 2.1040 5.5040 4.5750 4.0720 9.3155 9.5705 10.2745 6.3900 21.5435 47.3350 78.1125 74.3150 74.0020 73.5300 82.0045 100.3320 108.3135 93.3955 58.3700 155.6230 160.3725 163.5845

90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 3 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000 90.0000

32.164 14.062 6.692 9.083 8.392 11.760 4.661 4.171 3.638 1.370 34.065 29.114 33.399 33.375 30.548 27.928 25.020 25.765 21.526 24.678 31.982 31.819 31.608 28.311 28.686 29.316 25.331 20.104 21.459 18.547 20.902 21.459 21.905 15.729 10.389 9.240 6.264 4.926 4.408 4.652 4.746

1.750 1.750 2.500 1.750 1.750 1.750 2.500 1.750 1.750

P38 P39 P40 D41 D42 D43 D44 D45 D46

998.540 999.709 1000.684 1002.658 1002.213 1003.209 1003.832 1003.338 1002.658

1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 1.750 2.500 1.480 1.480 2.500 1.480 1.480 1.480 1.480 1.750 2.500 1.750 1.750 1.750 1.750 1.750 1.750 1.750 2.350 1.750

S2 P48 R49 R50 R51 R52 R53 P54 R55 R56 D57 D58 D59 D60 D61 D62 P63 P64 P65 P66 D67 D68 D69 R70 R71 P72 P73 P74 D75 D76 D77

998.541 997.477 1000.292 1006.991 999.930 1005.804 997.500 995.456 1002.989 997.409 995.238 995.739 996.217 993.726 993.464 993.110 995.424 990.722 982.302 979.764 977.811 977.334 976.922 982.308 987.586 989.016 991.578 993.685 995.960 996.202 996.432

Stadia Report Stadia File :

SD/HT SD/HT SD/HT SD/HT

78 79 80 81

300.2935 319.5945 320.2945 321.4015

90.0000 90.0000 90.0000 90.0000

17.690 26.236 26.066 25.808

1.750 1.750 2.500 1.750

LP78 D79 D80 D81

1013.262 1015.114 1014.830 1014.257

4.0 ANALYSIS A detailing survey was being used to determine the location and height the features and improvements from both natural and man-made structures such as vegetation, type of soil, buildings, land utilities, fence and boundaries, roads, or landmarks at our survey area. In our case the features that we considering were road, drains, trees, streetlights, and manhole. By conducting the detailing survey, we can gain data such as elevation of the land and the height of the land above arbitrary datum level. This detailing was generally carried out using theodolite. We considering the theodolite was placed at point 1. From point 1, the theodolite was set 0°00’00’’ for the back bearing. The pole with completed accessories was at a constant height of 1.75 was used to measure the reading. The height of the pole was at a constant height to make the detail data easy to be plotted and used in plan making. By using the theodolite, we can gain important data that used in the calculation such as horizontal distance, vertical distance and bearing of each point. The data must be transferred to the data sheet carefully to avoid small error and the data collected was plotted on the plan of our site survey as attached with this report. However, every survey that been conducted must have its advantages and disadvantages. The advantages of conducting detail survey were because it is simple and does not used many complicated devices. Other than that, using the theodolite give us the convenient data gathering which make it easier to get more accurate data and avoid any error. Meanwhile, the disadvantage or the problem that we might faced was the devices especially the theodolite was easy to break and fragile. We must take a good care while using the theodolite and make sure that it will not be dropped or get wet. This is one reason why the survey must be delayed if it happens to be that the survey day was raining. The maintenance for the device also expensive so that we must handle it with a lot of care. In every survey there must be a little bit error especially that caused by the mistakes on readings or the devices are not set up properly. To reduce the error for the data that we gain, there are steps that we find it important. One of it is we must make sure that the device’s temporary adjustment including centering, levelling and parallax elimination must be carried out to reduce the error on our data. Other than that, we must also be careful while transferring the readings into the data sheet to make our work to prepare the plan for detailing easier.

17

5.0 CONCLUSION Finally, at the end of the chapter, we'll be able to clarify the many components that will be employed in this comprehensive survey. We now understand and can describe how to set up the theodolite, how to set up the bearing to RO, how to measure other points with Built-EDM Theodolite, and lastly how to measure other points with Theodolite using Tacheometry methodology. A detailed survey is a survey that focuses on the unique aspects of a certain location. We learned several things in detail surveying that will be beneficial as we build a broad grasp of surveying equipment. We also learn how to create a large scale digital map from an object by using the AutoCAD land desktop and entering data into the Cds application. We discover how mistakes affect surveying efforts in this experiment, and how modest early inaccuracies may lead to substantial mistakes in future observations. Overall, the detailed survey was quite valuable in that it allowed us to accurately identify surveys. A topographic survey collects information on the land's natural and man-made characteristics, as well as its terrain. Buildings, fences, trees, and streams are permanent structures that correctly define the land and its borders. The elevation of the ground is shown by land contours and spot levels.

6.0 REFERENCE a.

https://link.springer.com/chapter/10.1007/978-1-349-15900-0_8

b. https://www.jurovichsurveying.com.au/faq/what-is-a-detail-survey c.

https://www.scribd.com/document/268264268/Detail-Survey-Report

d. https://www.dtwd.wa.gov.au/sites/default/files/teachingproducts/BC016_CCBY.PD F e.

LAB BOOK

7.0 APPENDIX

Figure 1

Figure 2

Figure 3

Figure 4

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