Course Title: Undertake site surveys and set-out procedures for building projects
Part B: Course Detail
Teaching Period: Term1 2020
Course Code: BUIL6133C
Course Title: Undertake site surveys and set-out procedures for building projects
School: 174T School of VE Engineering, Health & Science
Campus: City Campus
Program: C5368 - Diploma of Surveying
Course Contact: Thierry Demathieu
Course Contact Phone: +61 3 9925 8359
Course Contact Email: thierry.demathieu@rmit.edu.au
Name and Contact Details of All Other Relevant Staff
Dr. Toby Manning
Senior Educator
RMIT University
Building 51, Level 6, Room 10E
115 Queensberry St
Carlton 3053, Australia
Tel. +61 3 9925 4934
Email: toby.manning@rmit.edu.au
Nominal Hours: 72
Regardless of the mode of delivery, represent a guide to the relative teaching time and student effort required to successfully achieve a particular competency/module. This may include not only scheduled classes or workplace visits but also the amount of effort required to undertake, evaluate and complete all assessment requirements, including any non-classroom activities.
Pre-requisites and Co-requisites
None
Course Description
This unit of competency specifies the outcomes required to undertake site surveys and set out procedures for civil and residential building projects.
It includes the use of basic measuring and levelling equipment, recording and interpretation of data, and evaluation of and compliance with relevant legislation.
National Codes, Titles, Elements and Performance Criteria
National Element Code & Title: |
CPCCSV5007A Undertake site surveys and set-out procedures for building projects |
Element: |
1. Measure linear distances on site using building and basic surveying equipment. |
Performance Criteria: |
1.1. Areas and volumes of regular shapes and figures are calculated. |
Element: |
2. Carry out a closed level transverse procedure using the rise and fall recording method. |
Performance Criteria: |
2.1. Levelling equipment is inspected for damage, wear and serviceability. |
Element: |
3. Perform grid surveys for contour purposes. |
Performance Criteria: |
3.1. Site identification for site surveying and setting out procedures is established and all survey pegs are located without error. |
Element: |
4. Set out T-shaped or L-shaped buildings on a selected site with minimal profiles. |
Performance Criteria: |
4.1. Site information is identified from site plan and dimensions are checked on plan drawings without error. |
Element: |
5. Set up and use levelling devices to determine horizontal and vertical angles. |
Performance Criteria: |
5.1. Basic tests on levelling devices' accuracy/adjustment are performed to manufacturer specifications. |
Element: |
6. Identify suitability of levelling and surveying equipment for large building projects. |
Performance Criteria: |
6.1. Differences between various types of specialised surveying equipment are researched and recorded. |
Element: |
7. Compute coordinates, bearings and distances related to grids and general set out work on large building sites. |
Performance Criteria: |
7.1. Angular relationship between different bearings (whole circle) is demonstrated and bearings from angles and fixed lines are determined. |
Learning Outcomes
See elements above
Details of Learning Activities
You will learn to:
- Use Levelling instrument and level between bench marks
- Calibrate levelling instrument
- Use a Total Station to measure vertical and horizontal angles, and distances
- Compute bearings, coordinates, distances and Reduced levels from field data.
- Learning the theory behind building set-out procedures and site survey methods
- Complete multiple practicals to learn the process of set-out for residential buildings
- Undertake practicals in all methods of site surveys
The total number of scheduled hours of teaching, learning and assessment involved in this course includes all planned activities (face to face classes, lectures, workshops and seminars; workplace visits, online learning and other forms of structured teaching and learning). It also covers the amount of effort necessary to undertake, evaluate and complete all assessment requirements, observation of work performance, discussions with supervisors and others providing third party evidence and one on one and group assessment sessions with students.
Students will be able to access course information and learning materials through the Learning Hub and may be provided with additional materials in class. Lists of relevant reference books, resources in the library and accessible Internet sites will be provided where possible. You will also use equipment and software packages in the laboratory for the project work. During the course, you will be directed to websites to enhance your knowledge and understanding of difficult concepts.
Teaching Schedule
Week |
Topic |
Assessment |
1 |
Introduction to topic, and Setup over a point and measure bearings |
Practical 1 |
2 |
Set up over a point and measure magnetic bearings |
Practical 2 |
3 |
Setup over a point and measure bearings FL & FR |
Practical 3 |
4 |
Complete a closed traverse survey 1 |
Practical 4 |
5 |
Complete a closed traverse survey 2 |
Activity 1 |
6 |
Test revision |
Activity 2 |
7 |
Field test |
Assessment 1 |
8 |
|
Activity 3 |
BREAK |
BREAK |
|
9 |
Permanent mark recovery survey |
Activity 4A |
10 |
Permanent mark recovery survey |
Activity 4B |
11 |
Set up and use levelling devices and total station to determine horizontal and vertical angles for a feature survey |
Practical 5 |
12 |
Introduction to building setout procedures |
Activity 5A |
13 |
Set out L-shaped building on a selected site with minimal profiles and compute coordinates, bearings and distances related to grids and general set out work on large building sites |
Activity 5B |
14 |
Set out T-shaped building on a selected site with minimal profiles and compute coordinates, bearings and distances related to grids and general set out work on large building sites |
Activity 6 |
15 |
Test |
Assessment 2 |
16 |
Title Re-establishment |
Assessment 3 |
17 |
Collation of Portfolio |
|
18 |
Portfolio due |
Learning Resources
Prescribed Texts
References
Other Resources
Students will be able to access course information and learning materials through myRMIT and may be provided with additional materials in class. Lists of relevant reference books, resources in the library and accessible Internet sites will be provided where possible. You will also use equipment and software packages in the laboratory for the project work. During the course, you will be directed to websites to enhance your knowledge and understanding of difficult concepts.
Check the Library Subject Guides:
http://rmit.libguides.com/geospatial
Overview of Assessment
Assessment Tasks
You must pass each of the following assessment tasks to demonstrate competency
Assessment | |
Task 1 |
Assessment 1 |
Task 2 |
Assessment 2 |
Task 3 |
Portfolio |
Assessment Tasks
No |
Name of Assessment Task |
Method of Assessment |
1. |
Closed Loop Traverse |
Fieldwork |
2. |
Determine coordinates and setout |
Test - building setout |
3. |
Portfolio |
Portfolio |
Assessment Matrix
Element |
Performance criteria |
|
|
|
Note: Cut & |
|
Assessment Task 1: Assessment 1: Closed Loop Traverse & levelling |
Assessment Task 2: Test (Theory & Practical Set-out Procedures) |
Assessment Task 3: Portfolio |
1. Measure linear distances on site using building and basic surveying equipment. |
1.1. Areas and volumes of regular shapes and figures are calculated. |
|
Q15 |
|
1.2. Distances are measured accurately, independent of site characteristics and measurement methods, using basic surveying equipment |
Part1(1) |
|
A1(2), A2(2), A3(2), ObsA1(1) ObsA3(1) |
|
1.3. Distances are measured on building sites within a tolerance of 1mm error in 4.0m (1:4000) or without error. |
Part1(1) |
|
A1(3), A2(3), A3(3) |
|
1.4. Overall distances are calculated from field data without error. |
Part3(7) |
|
A1(4), A2(4), A3(4) |
|
1.5. Slope corrections are recorded accurately. |
|
|
A1(5), A2(5), A3(5) |
|
2. Carry out a closed level transverse procedure using the rise and fall recording method. |
2.1. Levelling equipment is inspected for damage, wear and serviceability. |
Part 2(1) |
|
A4(1) |
2.2. Set-up steps are performed and instruments made ready for use without error. |
Part 2(1) |
|
A4(2), ObsA4(1) |
|
2.3. Instruments are checked for accuracy and adjusted (where possible) within 3mm over 60 metres using the two peg test. |
Part 2(1) |
|
A4(2), ObsA4(2) |
|
2.4. Closed level traverse procedure is completed with a minimum of 15 points, including an inverted reading, with a minimum of 5 change points all within a closing tolerance of 10mm. |
|
|
A4(3) |
|
2.5. Data of traverse is correctly recorded and extended including mathematical column checks by use of the rise and fall method. |
Part2(3) |
|
A4(4), ObsA4(3) |
|
3. Perform grid surveys for contour purposes. |
3.1. Site identification for site surveying and setting out procedures is established and all survey pegs are located without error. |
|
|
A4(5) |
3.2. Grid distances are determined, and grid is pegged correctly. |
|
|
A4(7) |
|
3.3. Site detail that may affect building operation is recorded without error. |
|
|
A4(6) |
|
3.4. Reduced levels of all grid points are determined from a close performed onto the bench mark to within 10mm, without error. |
|
|
A4(8) |
|
3.5. Contour lines are plotted on the site plan at intervals appropriate to the site with longitudinal and cross sections pegged and measured as nominated within 100mm. Sections are plotted to scale without error. |
|
|
A4(9) |
|
3.6. Grades of line are determined within a 0.5% tolerance and expressed as percentage, rise to run ratio, or degrees. |
|
|
A4(10) |
|
3.7. Cut and fill volumes of soil are calculated from site plan using contour lines for determining reduced levels (RLs) within 5% tolerance. |
|
|
A4(11) |
|
4. Set out T-shaped or L-shaped buildings on a selected site with minimal profiles.
|
4.1. Site information is identified from site plan and dimensions are checked on plan drawings without error. |
|
|
A6(1) |
4.2. Site is identified, and survey pegs are measured to ensure correct identification occurs before pilot pegs are positioned within 50mm of true location of the squared building dimensions. |
|
|
A5(3), A5(4) |
|
4.3. Profile pegs are set up on site at a working distance from pilot pegs and parallel to pilot line. |
|
|
A5(5),Obs A6(1) |
|
4.4. Profile boards are fixed to pegs and level within 5mm and 15mm of each other. |
|
|
A5(6) |
|
4.5. Profiles are set out on steep slopes accurately. |
|
|
A5(7) |
|
5. Set up and use levelling devices to determine horizontal and vertical angles.
|
5.1. Basic tests on levelling devices' accuracy/adjustment are performed to manufacturer specifications. |
|
|
A5(2) |
5.2. Temporary adjustments to set up levelling devices are carried out to standard operating procedures. |
|
|
A5(3) |
|
5.3. Levelling devices are used to determine (read) both horizontal and vertical angles to an accuracy of 20 seconds. |
|
|
A5(4), obsA5(1) |
|
5.4. Levelling devices are used to set our horizontal angles to an accuracy of 20 seconds. |
|
|
A5(5), obsA5(1) |
|
5.5. Site is set out to specifications using a typical levelling device and tape. |
|
|
A5(6) |
|
6. Identify suitability of levelling and surveying equipment for large building projects.
|
6.1. Differences between various types of specialised surveying equipment are researched and recorded. |
|
|
A7(1) |
6.2. Equipment is used to control set out and vertical is identified. |
|
|
A7(2) |
|
6.3. Basic differences in survey control and set out between frame and concrete multi-storey buildings is outlined. |
|
|
A7( |
|
6.4. Survey of each level for vertical accuracy of 10mm is carried out using two levelling devices. |
|
|
A7(4) |
|
7. Compute coordinates, bearings and distances related to grids and general set out work on large building sites.
|
7.1. Angular relationship between different bearings (whole circle) is demonstrated and bearings from angles and fixed lines are determined. |
|
|
Q1, ObsA1(2) |
7.2. Bearing and distance between two sets of coordinates (north and east) are calculated. |
Part1(1-3) |
|
Q2, ObsA3(2) |
|
7.3. Coordinates of a point, given the bearing and distance from a point with known coordinates, are calculated. |
Part 3(4) |
|
Q3 |
|
7.4. Offsets from a coordinated point, given the bearing and distance from a point with known coordinates, are determined. |
|
|
Q4 |
|
7.5. Information necessary to set out a structure, or part thereof, using a site plan with positions fixed by a mixture of bearings and distances, offsets and coordinates is calculated. |
Part(3) |
|
Q5 |
|
8. Evaluate documents and plans incorporated in land titles.
|
8.1. Documents that make up a land title are listed and their relationship to each other outlined according to relevant government legislation. |
|
Q11 |
|
8.2. Different restrictions on the use of land title and restricted development are illustrated. |
|
Q12 |
|
|
8.3. Building covenants and statutory bodies responsible are identified. |
|
Q13 |
|
|
8.4. Restrictions stated in legislation that regulate setbacks for residential buildings are identified and differentiated. |
|
Q14 |
|
Other Information
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It means referencing the work of others while developing your own insights, knowledge and ideas.
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