Land Survey  ·  Level 5
Engineering Survey 1
Chapter 4: Set out construction works
📚 11 Topics
⚑ What you will be able to do

By the end of this chapter, you will be able to:

  • Select the right tools, equipment, and materials needed for setting out construction works.
  • Conduct a thorough site safety assessment following occupational safety and health standards.
  • Identify existing control points correctly by recognizing their types.
  • Carry out construction works setting out accurately to meet the survey objectives.

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.

4.1 Tools, equipment and materials

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.

4.1.1 Total station

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.

Specifications and capabilities of total stations

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
  • Measures horizontal and vertical angles to determine exact directions for setting out building corners and alignments.
  • Uses EDM to calculate distances to reflectors or prisms with millimeter precision.
  • Stores measurement data digitally, reducing transcription errors and enabling immediate data processing.
  • Can interface with computers and field controllers for automated coordinate computations.
  • Requires regular calibration to maintain angular and distance accuracy.

Application in construction set out

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.

Maintenance and handling

Proper care extends the lifespan and accuracy of total stations:

  • Keep lenses clean and free from dust using a soft brush or lens tissue.
  • Avoid exposure to extreme temperatures and moisture to prevent electronic damage.
  • Calibrate angular and distance measurements periodically according to manufacturer guidelines.
  • Transport in padded cases to protect against shocks and vibrations.
  • Ensure batteries are charged before field deployment and store spares.

4.1.2 Reflector prism

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.

Types and specifications of reflector prisms

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
  • Single prisms are most common for general construction set out.
  • Mini prisms facilitate measurements in locations with limited access.
  • Prism poles allow the prism height to be adjusted to instrument height or design requirements.
  • Prism constant must be accounted for in measurements to correct distance readings.
  • Proper mounting ensures prism stability, minimizing errors from movement.

Operational use on site

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.

Care and upkeep

  • Clean prism surfaces with lens cleaning solution to maintain reflectivity.
  • Store in protective cases to avoid scratches or breakage.
  • Check the prism constant regularly and apply corrections during data processing.
  • Inspect mounting accessories for wear and replace as needed.
  • Avoid direct sunlight on prism surfaces during measurements to reduce signal distortion.

4.1.3 Level with Oral

The level with oral is an optical instrument used for determining height differences and establishing horizontal planes during construction set out.

Types and features of levels with oral

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
  • Automatic levels compensate for slight tilts automatically, improving accuracy.
  • Digital levels offer direct reading of height differences, reducing manual calculations.
  • Optical levels require manual focusing and sighting but remain widely used for accuracy.
  • Tripods must be sturdy and leveled to avoid errors.
  • Bubble vials assist in quick approximate leveling before fine adjustments.

Application in construction set out

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.

Handling and maintenance

  • Keep lenses clean and free from fog or dirt.
  • Avoid knocking or dropping the instrument to prevent internal damage.
  • Store in protective cases when not in use.
  • Check and adjust bubble levels regularly.
  • Calibrate the instrument periodically to ensure accuracy.

4.1.4 Levelling staff

The levelling staff is a graduated rod used alongside the level to measure vertical distances between points.

Types and specifications of levelling staffs

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
  • Aluminium staffs are lightweight and resistant to weather.
  • Wooden staffs are economical but require maintenance to prevent warping.
  • Telescopic staffs enhance portability and adaptability.
  • Invar staffs provide accuracy in scientific or precise engineering surveys.
  • Graduations must be clear and legible for accurate readings.

Usage in the field

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.

Care and storage

  • Store staffs in dry conditions to prevent corrosion or decay.
  • Clean graduations regularly for clear visibility.
  • Handle carefully to avoid bending or damage.
  • Inspect for accuracy periodically, especially after rough handling.
  • Use protective covers during transport.

4.1.5 Pegs

Pegs are physical markers driven into the ground to indicate set out points such as corners, alignments, or levels.

Types and materials of pegs

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
  • Wooden pegs are economical and widely used but prone to decay.
  • Bamboo pegs are light and eco-friendly but less durable.
  • Plastic pegs resist weathering and can be reused.
  • Metal pegs provide durability but may require specialized tools for insertion.
  • Painting pegs improves visibility in dense vegetation or low light.

Role in construction set out

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.

Installation and maintenance

  • Drive pegs firmly into the ground to prevent displacement.
  • Use a hammer or mallet for controlled insertion.
  • Mark pegs with identification numbers or codes for reference.
  • Replace damaged or missing pegs promptly to maintain site accuracy.
  • Remove pegs after construction completion or when no longer needed.

4.1.6 Hammer/mallet

Hammers and mallets are hand tools used to drive pegs into the ground or make fine adjustments during set out.

Types and specifications

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
  • Claw hammers are common for general pegging and minor demolition.
  • Wooden mallets prevent splitting or damage to wooden pegs.
  • Rubber mallets protect delicate surfaces when adjusting instruments.
  • Ball peen hammers are specialized for metalwork but occasionally used on site.
  • Sledgehammers are suitable for heavy stakes in hard ground.

Practical use in set out works

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.

Care and storage

  • Keep hammer and mallet handles dry and free from cracks.
  • Store tools in toolboxes or racks to avoid damage.
  • Inspect heads for looseness or wear and replace if necessary.
  • Clean tools after use to prevent rusting.
  • Use appropriate tool type for the task to prolong lifespan.

4.1.7 GNSS receiver

The Global Navigation Satellite System (GNSS) receiver is an advanced electronic device used to determine geographic coordinates with high accuracy using satellite signals.

Features and specifications

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
  • Supports multiple satellite constellations for improved accuracy and reliability.
  • Real-Time Kinematic (RTK) correction enhances positional accuracy to centimeter level.
  • Stores large volumes of data for post-processing or immediate use.
  • Communication features enable integration with field controllers.
  • Battery capacity supports full day’s surveying activity.

Application in construction set out

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.

Handling and maintenance

  • Protect antenna and receiver from impacts and moisture.
  • Regularly update firmware and software to maintain functionality.
  • Calibrate equipment according to manufacturer instructions.
  • Ensure batteries are fully charged before field deployment.
  • Store in padded cases to prevent damage during transport.

4.1.8 Measuring tape

Measuring tapes are simple but essential tools for direct measurement of distances during set out works.

Types and specifications

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
  • Steel tapes provide durability and resistance to stretching.
  • Fibreglass tapes are lightweight and resistant to moisture.
  • Cloth tapes are less durable but useful for quick measurements.
  • Metric graduations are standard for accurate metric system measurements.
  • Reel tapes allow easy handling on large sites.

Use in setting out

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.

Care and storage

  • Retract tapes slowly to avoid kinks or damage.
  • Keep tapes clean and dry to prevent rust or deterioration.
  • Store tapes in protective cases or holders.
  • Avoid bending or twisting tapes excessively.
  • Regularly check tape graduations for wear or fading.

Practice Questions

  1. Explain the primary functions and features of a total station in construction set out. (10 marks)
  2. Describe the differences between various types of reflector prisms and their suitability for different surveying scenarios. (8 marks)
  3. Outline the procedure for using a level with oral to establish a benchmark on a construction site. (12 marks)
  4. Discuss the advantages of using GNSS receivers over traditional surveying instruments in setting out long pipeline projects. (10 marks)
  5. Identify and explain five key maintenance practices necessary to ensure the longevity and accuracy of surveying measuring tapes. (10 marks)
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🔒4.2 Site Safety Assessment

In land surveying for construction projects, especially in Kenya’s diverse terrain and regulatory environment, conducting a thorough site safety assessment is critical. Surveyors must identify potential hazards to ensure their safety and that of other workers…

🔒4.3 Identification of Existing Control Points

The identification of existing control points is a fundamental step in setting out construction works, providing a reliable framework for accurate and consistent measurements. In Kenya's land surveying practice, especially in urban and rural construction proje…

🔒4.4 Meaning of Setting Out

In land surveying and construction, setting out is a fundamental process that translates design plans and drawings into physical markers on the ground. For Land Survey Level 5 professionals in Kenya, understanding the precise meaning of setting out is crucial…

🔒4.5 Purpose and Importance of Setting Out

The primary purpose of setting out is to translate the design drawings into physical points on the ground that guide construction activities. This ensures that: Setting out establishes the exact positions of structures, ensuring that buildings, roads, and util…

🔒4.6 Methods of setting out

Setting out construction works involves transferring design information from plans onto the ground to guide construction accurately. In Kenyan land surveying practice, the choice of setting out method depends on project scale, site conditions, equipment availa…

🔒4.7 Setting out vertical curves

Setting out vertical curves is a critical task in land surveying for construction projects involving roads, railways, pipelines, and other linear infrastructure in Kenya. Vertical curves provide smooth transitions between differing gradients, ensuring safety,…

🔒4.8 Setting out horizontal curves

Horizontal curves are fundamental in the alignment of roads, railways, and other linear infrastructure, guiding the change in direction in the horizontal plane. In Kenya’s diverse terrain, precise setting out of horizontal curves ensures safe navigation, effic…

🔒4.9 Setting out buildings & Structures

Setting out buildings and structures is a critical task in land surveying that directly influences the accuracy and success of construction projects in Kenya. Surveyors must translate design plans into precise ground positions, ensuring that foundations, walls…

🔒4.10 Setting out trenches

Setting out trenches is a fundamental task in land surveying for construction projects involving underground works such as drainage systems, foundations, and utility installations. Accurate trench setting out ensures that excavations follow design dimensions a…

🔒4.11 Setting out slope stakes

Setting out slope stakes is a critical task in engineering surveys for construction projects involving cut and fill operations, such as roadworks, embankments, and drainage channels. In Kenya, accurate slope staking ensures that earthworks conform to design sp…

Chapter Summary

This 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.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. What is the primary function of a total station in setting out construction works? (2 marks)
  2. Describe two safety precautions to observe during site safety assessment before setting out. (3 marks)
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Chapter Examination Questions

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SECTION A (40 Marks) - Answer ALL Questions

  1. Describe the primary function of a total station in setting out construction works, citing its advantage over traditional theodolites in a Kenyan construction site context. (4 marks)
  2. Explain how a reflector prism is used in conjunction with a total station during setting out activities. (4 marks)
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Chapter Practical Activities

Practical 1: Identification and Use of Basic Surveying Tools for Construction Set Out

Land Survey · Level 5
Engineering Survey 1
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Select, identify, and demonstrate the proper use of basic surveying tools to set out four corner pegs of a 6m x 8m rectangular foundation on site.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Measuring tape 30 mWooden pegs 30 cm long
Wooden pegs 30 cm longChalk powder
Mallet
Ranging rods
Chalk line reel with chalk powder
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Safety boots/closed shoes1 pair per Candidate
2Dust coat/overalls1 set per Candidate
3Measuring tape 30 m1 Pc per Candidate
4Wooden pegs 30 cm long5 Pcs per Candidate
5Mallet1 Pc per Candidate
6Ranging rods (red and white striped)2 Pcs per Candidate
7Chalk line reel with chalk powder1 Pc per 3 Candidates
8Notebook foolscap sheets2 sheets per Candidate
9Pencil and eraser1 set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
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-Total15
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-Total7
GRAND TOTAL22
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Setting out control points using a total station with reflector prism

Land Survey · Level 5
Engineering Survey 1
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Set out and peg four control points forming a rectangular site boundary measuring 50m by 30m using a total station with reflector prism as per the provided working drawing.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Total station with tripod standFoolscap paper
Reflector prism with poleA3 drawing paper
100 m tape measure
Ranging rods
Wooden pegs
Mallet
Technical drawing set
Pencil and eraser
300mm30000mmSECTION A-A50000mm30000mmPLANSetting out control points usi…50000 x 30000 x 300 mmNTS
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Total station with tripod stand1 Pc per 2 Candidates
2Reflector prism with pole1 Pc per Candidate
3100 m tape measure1 Pc per Candidate
4Ranging rods3 Pcs per Candidate
5Wooden pegs5 Pcs per Candidate
6Mallet1 Pc per Candidate
7Technical drawing set1 Set per Candidate
8Foolscap paper2 Sheets per Candidate
9A3 drawing paper1 Sheet per Candidate
10Pencil and eraser1 Set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
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-Total16
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-Total10
GRAND TOTAL26
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Perform levelling using a dumpy level and levelling staff to determine height differencesPractical 3
🔒Locate and Record Control Points Using GNSS ReceiverPractical 4
🔒Conduct site safety assessment prior to setting out construction worksPractical 5
🔒Explain and demonstrate the meaning and importance of setting out construction worksPractical 6
🔒Set out a rectangular foundation using coordinates methodPractical 7
🔒Set out a 20 m long and 10 m wide building foundation using theodolite and levelPractical 8
🔒Set out a rectangular foundation using the offset methodPractical 9
🔒Set out a horizontal curve of 100m radius for a 10m wide road reservePractical 10
🔒Set out vertical curves for a road on sitePractical 11
🔒Set out building foundations and structural layoutPractical 12
🔒Set Out Trenches for Foundation WorksPractical 13
🔒Set out slope stakes for earthworks on a 1:3 embankment slopePractical 14
🔒Manual setting out of a rectangular foundation using tape and pegsPractical 15
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Am I competent?

At the start of this chapter we promised you would be able to:

  • Select the right tools, equipment, and materials needed for setting out construction works.
  • Conduct a thorough site safety assessment following occupational safety and health standards.
  • Identify existing control points correctly by recognizing their types.
  • Carry out construction works setting out accurately to meet the survey objectives.

Tick each one you can genuinely do.

So, are you there yet?

You're competent when you can confidently do 50% or more of what this chapter promised.

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