By the end of this chapter, you will be able to:
Mastering these skills ensures your work is precise and safe, which is essential for successful construction projects and a strong career in engineering surveying.
Set out construction works involve transferring design information from plans and drawings onto the ground to guide the construction process. In land surveying, accuracy and precision in this task are critical as errors can lead to costly rework or structural failure. Surveyors use specialized tools and equipment to achieve reliable set out, adapting to diverse environments from urban building sites to rural infrastructure projects in Kenya.
A comprehensive understanding of the tools, equipment, and materials used in setting out construction works is fundamental for land survey professionals. Each instrument serves a specific purpose in ensuring precise measurements, alignment, and positioning of structures on site. The choice of equipment depends on the project scale, site conditions, and accuracy requirements.
The total station is a versatile electronic/optical instrument that integrates the functions of a theodolite and an electronic distance measurement (EDM) device. It enables surveyors to measure angles and distances simultaneously, facilitating rapid and accurate data collection essential for construction set out.
| Name | Specification | Use |
|---|---|---|
| Total Station | Angular accuracy: ±1" to ±5" | Measures horizontal and vertical angles |
| Distance accuracy: ±(1 + 2ppm) mm | Measures slope distances electronically | |
| Data storage: Internal memory, SD card | Stores coordinate and measurement data | |
| Communication: Bluetooth, USB, RS232 | Transfers data to computers or controllers | |
| Battery life: 8-12 hours | Supports field work without frequent charging |
The total station is used to establish control points, set out building lines, and stake out infrastructure alignments. For instance, at a county government office construction site, surveyors use the total station to mark foundation corners by inputting design coordinates and projecting them onto the ground. This reduces manual measurement errors and speeds up the set out process.
Proper care extends the lifespan and accuracy of total stations:
The reflector prism is an optical device used in conjunction with the total station to reflect the EDM signal back to the instrument, enabling accurate distance measurement.
| Name | Specification | Use |
|---|---|---|
| Single Prism | Diameter: 62mm | Reflects EDM signals for standard surveying |
| Mini Prism | Diameter: 30mm | Used in tight or confined spaces |
| Prism Pole | Adjustable height 1.2m – 2m | Positions prism at precise heights |
| Prism Constant | Usually 0mm or specified by manufacturer | Correction factor for accurate distance |
| Mounting accessories | Tribrach, prism holder | Stabilizes prism for accurate targeting |
Surveyors position the prism on marked points or moving targets to measure distances from the total station. At a hospital expansion project, the prism is mounted on a pole and moved to foundation points to verify their coordinates against design values, ensuring compliance with architectural plans.
The level with oral is an optical instrument used for determining height differences and establishing horizontal planes during construction set out.
| Name | Specification | Use |
|---|---|---|
| Automatic Level | Magnification: 24x | Provides stable horizontal line of sight |
| Digital Level | Digital display, internal memory | Measures and records elevation differences |
| Optical Level | Manual focusing, crosshair reticle | Used for precise levelling in construction |
| Tripod | Adjustable height, stable base | Supports level for steady observations |
| Circular Bubble | For rough leveling before precise sight | Ensures instrument is approximately level |
Levels with oral are essential for establishing reference elevations for foundations, slabs, and other horizontal elements. For example, at a retail mall construction site, the surveyor uses an automatic level to transfer bench marks and set design heights for floor slabs, ensuring uniformity and compliance with structural requirements.
The levelling staff is a graduated rod used alongside the level to measure vertical distances between points.
| Name | Specification | Use |
|---|---|---|
| Aluminium Staff | Length: 2m to 5m, graduated in mm | Measures height differences in levelling |
| Wooden Staff | Length: 2m to 4m, painted graduations | Used in rough or temporary levelling |
| Telescopic Staff | Adjustable length 1.5m to 5m | Convenient for varying site conditions |
| Invar Staff | Low thermal expansion material | Used for high-precision levelling |
| Graduations | Metric scale, sometimes with dual scales | Allows reading of height differences |
Surveyors hold the levelling staff vertically on points being measured, while the level operator reads the staff through the instrument’s telescope. At a cooperative farm irrigation project, levelling staffs are used to check field gradients to ensure proper water flow, critical for crop irrigation efficiency.
Pegs are physical markers driven into the ground to indicate set out points such as corners, alignments, or levels.
| Name | Specification | Use |
|---|---|---|
| Wooden Pegs | Size: 25mm x 25mm x 300mm | Mark temporary points during set out |
| Bamboo Pegs | Diameter: 20mm, length 300mm | Used in soft soils for easy insertion |
| Plastic Pegs | UV resistant, length 300mm | Durable and reusable markers |
| Metal Pegs | Steel or aluminium, pointed ends | Used for permanent or semi-permanent marks |
| Painted Pegs | Bright colours (red, orange) | Enhance visibility on site |
Surveyors use pegs to mark exact positions of structures such as building corners, road edges, or utility lines. At a county government road improvement project, pegs delineate road shoulders, ensuring contractors adhere to design specifications precisely.
Hammers and mallets are hand tools used to drive pegs into the ground or make fine adjustments during set out.
| Name | Specification | Use |
|---|---|---|
| Claw Hammer | Weight: 0.5 to 1 kg | Drives nails and pegs, removes nails |
| Wooden Mallet | Weight: 0.5 to 1.5 kg | Drives pegs without damaging them |
| Rubber Mallet | Soft head, weight: 0.5 to 1 kg | Adjusts equipment or pegs without marking |
| Ball Peen Hammer | Weight: 0.5 to 1 kg | Shaping metal components or precise striking |
| Sledgehammer | Weight: 2 to 5 kg | Drives large stakes or heavy-duty pegs |
Surveyors use hammers or mallets to install pegs securely without causing damage that may affect measurements. For example, at a university expansion site, wooden mallets are preferred to avoid splitting pegs that mark building lines.
The Global Navigation Satellite System (GNSS) receiver is an advanced electronic device used to determine geographic coordinates with high accuracy using satellite signals.
| Name | Specification | Use |
|---|---|---|
| GNSS Receiver | Multi-constellation (GPS, GLONASS, Galileo) | Provides position coordinates in real time |
| Accuracy | Sub-meter to centimeter level (with RTK correction) | Used for precise positioning in construction |
| Data Storage | Internal memory with SD card slot | Stores coordinates and survey data |
| Communication | Bluetooth, radio modem, cellular | Enables real-time data transmission |
| Battery Life | 8 to 12 hours | Supports field operations without interruption |
GNSS receivers are increasingly used for rapid and accurate location of set out points, especially in open areas. At a county water project, surveyors use GNSS to set out pipeline alignments over long distances where traditional line-of-sight instruments are impractical.
Measuring tapes are simple but essential tools for direct measurement of distances during set out works.
| Name | Specification | Use |
|---|---|---|
| Steel Tape | Length: 30m to 100m, width 13mm | Measures linear distances with durability |
| Fibreglass Tape | Length: 30m to 50m, flexible | Used in rough or wet conditions |
| Cloth Tape | Length: 30m, flexible | Suitable for short measurements indoors |
| Metric Graduations | Millimeter and centimeter marks | Enables precise distance reading |
| Reel Tape | Wound on reel for ease of use | Facilitates long distance measurement |
Measuring tapes are used for short distances, verification of set out points, and checking offsets from control lines. For example, at a retail store construction site, tapes are used to confirm distances between pegged points and ensure compliance with architectural drawings.
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Create a free accountThis chapter provided a comprehensive overview of the tools, equipment, and materials essential for setting out construction works, including instruments such as the total station, reflector prism, level with oral, levelling staff, pegs, hammer or mallet, GNSS receiver, and measuring tape. Emphasis was placed on the importance of conducting a thorough site safety assessment before commencing any setting out activities to ensure a secure working environment. The identification of existing control points was discussed as a critical step in establishing accurate references for construction. The chapter explored the meaning of setting out as the process of transferring design information onto the ground, followed by a detailed examination of its purpose and importance in guiding construction accuracy and quality. Various methods of setting out were analyzed, including by coordinates, using theodolite and level, and by offset techniques. Practical applications of setting out vertical and horizontal curves were covered to ensure alignment with design specifications. Finally, the chapter addressed the specific procedures for setting out buildings and structures, trenches, and slope stakes, highlighting the precision required for successful construction outcomes.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Measuring tape 30 m | Wooden pegs 30 cm long |
| Wooden pegs 30 cm long | Chalk powder |
| Mallet | |
| Ranging rods | |
| Chalk line reel with chalk powder |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Safety boots/closed shoes | 1 pair per Candidate |
| 2 | Dust coat/overalls | 1 set per Candidate |
| 3 | Measuring tape 30 m | 1 Pc per Candidate |
| 4 | Wooden pegs 30 cm long | 5 Pcs per Candidate |
| 5 | Mallet | 1 Pc per Candidate |
| 6 | Ranging rods (red and white striped) | 2 Pcs per Candidate |
| 7 | Chalk line reel with chalk powder | 1 Pc per 3 Candidates |
| 8 | Notebook foolscap sheets | 2 sheets per Candidate |
| 9 | Pencil and eraser | 1 set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Identification and Use of Surveying Tools | |||
| Wears appropriate PPE (safety boots and dust coat) (Award 1 mark for correct PPE use) | 1 | ||
| Correctly identifies measuring tape and demonstrates proper handling (Award 1 mark for correct identification, 1 mark for correct handling) | 2 | ||
| Selects appropriate wooden pegs and mallet for pegging (Award 1 mark for correct peg selection, 1 mark for correct mallet use) | 2 | ||
| Properly uses ranging rods to align and sight points (Award 2 marks for correct use and alignment) | 2 | ||
| Demonstrates correct use of chalk line to mark straight lines (Award 2 marks for correct chalk line use) | 2 | ||
| Accurately measures and marks four corner points of 6m x 8m rectangle (Award marks for accuracy and method) | 3 | ||
| Correctly drives pegs at marked points using mallet (Award 2 marks for correct pegging technique) | 2 | ||
| Records measurements and observations neatly in notebook (Award 1 mark for neat and correct recording) | 1 | ||
| Sub-Total | 15 | ||
| PRODUCT CHECKLIST | |||
| Four pegs correctly positioned forming a 6m x 8m rectangle within ±5cm tolerance (Award 3 marks for correct layout and measurement) | 3 | ||
| Lines between pegs are straight and clearly marked with chalk (Award 2 marks for neat and accurate line marking) | 2 | ||
| Site layout is neat, clear and ready for further construction activities (Award 2 marks for overall neatness and clarity) | 2 | ||
| Sub-Total | 7 | ||
| GRAND TOTAL | 22 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Total station with tripod stand | Foolscap paper |
| Reflector prism with pole | A3 drawing paper |
| 100 m tape measure | |
| Ranging rods | |
| Wooden pegs | |
| Mallet | |
| Technical drawing set | |
| Pencil and eraser |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Total station with tripod stand | 1 Pc per 2 Candidates |
| 2 | Reflector prism with pole | 1 Pc per Candidate |
| 3 | 100 m tape measure | 1 Pc per Candidate |
| 4 | Ranging rods | 3 Pcs per Candidate |
| 5 | Wooden pegs | 5 Pcs per Candidate |
| 6 | Mallet | 1 Pc per Candidate |
| 7 | Technical drawing set | 1 Set per Candidate |
| 8 | Foolscap paper | 2 Sheets per Candidate |
| 9 | A3 drawing paper | 1 Sheet per Candidate |
| 10 | Pencil and eraser | 1 Set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Operation of Total Station and Setting Out Control Points | |||
| Wearing appropriate PPE including safety boots and reflector vest (Award 1 mark for correct PPE worn) | 1 | ||
| Correctly setting up and centering the total station over the reference point (Award 2 marks for proper centering and stable setup) | 2 | ||
| Leveling the total station accurately (Award 2 marks for correct leveling procedure) | 2 | ||
| Using reflector prism to accurately measure horizontal and vertical angles (Award 1 mark per correctly measured angle, total 3 marks) | 3 | ||
| Measuring distances accurately using the total station and reflector prism (Award 1 mark per distance measurement, total 3 marks) | 3 | ||
| Correctly pegging the four control points on site as per measured coordinates (Award 1 mark per correctly pegged control point, total 3 marks) | 3 | ||
| Recording and tabulating the setting out data accurately in the field book (Award 2 marks for complete and accurate tabulation) | 2 | ||
| Sub-Total | 16 | ||
| PRODUCT CHECKLIST | |||
| Control points forming a rectangular boundary measuring 50m by 30m with maximum allowable error ±10mm (Award 3 marks for correct dimensions within tolerance) | 3 | ||
| All four control points clearly pegged and identified on site (Award 2 marks for clear and stable pegging) | 2 | ||
| Accurate field book record of angles, distances and coordinates matching pegged points (Award 3 marks for complete and accurate records) | 3 | ||
| Neat and correctly scaled plan of the set out control points on A3 paper (Award 2 marks for neatness and correct scale) | 2 | ||
| Sub-Total | 10 | ||
| GRAND TOTAL | 26 | ||
At the start of this chapter we promised you would be able to:
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