Land Survey  ·  Level 5
Topographical Survey
Chapter 2: Establish topographical survey control points
📚 5 Topics
⚑ What you will be able to do

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

  • Choose the right tools, equipment, and materials needed to set up topographical survey control points based on the job.
  • Accurately identify existing control points as required for the survey.
  • Select suitable topographical survey control points that meet the job specifications.
  • Correctly extend topographical survey control points according to the project needs.
  • Safely and accurately monument topographical survey control points following all job requirements.

Mastering these skills ensures your survey work is precise and reliable, which is essential for successful construction and land development projects.

Establishing topographical survey control points is a foundational activity in land surveying that ensures accurate mapping and data collection. In Kenya, where diverse terrains from urban Nairobi to rural highlands present unique challenges, precise control points enable surveyors to maintain spatial integrity throughout a project. This chapter focuses on the tools, equipment, and materials essential for reconnaissance and setting up control points effectively, ensuring that surveyors can work efficiently and safely in various environments.

2.1 Tools, Equipment and Materials for Reconnaissance

Reconnaissance in topographical surveying involves preliminary fieldwork to gather information, identify suitable sites for control points, and prepare for detailed survey operations. The choice of tools and materials directly impacts the accuracy, efficiency, and durability of control points, especially in Kenya’s varied landscapes such as the rocky soils of the Rift Valley or the soft soils in coastal regions.

2.1.1 Hammer

The hammer is a critical tool used primarily for driving markers such as pegs or iron pins into the ground during the establishment of control points.

Types of Hammers Used in Surveying

  • Claw Hammer: Commonly used for driving pegs and removing nails; its curved claw allows for extraction of embedded objects.
  • Sledgehammer: Utilized for driving larger iron pins or stakes into hard or rocky ground, offering greater force.
  • Ball Peen Hammer: Used for shaping or adjusting metal markers on site.

Specifications Relevant to Surveying

  • Weight typically ranges between 0.5 kg to 2 kg depending on use.
  • Handle length affects leverage and control; wooden or fiberglass handles reduce shock.

Proper Use and Safety

  • Ensure a firm grip and controlled swings to avoid injury or damage to markers.
  • Use protective gloves and eye protection when striking metal pins or working on rocky terrain.

Maintenance and Care

  • Regularly inspect for handle cracks or loose heads.
  • Store in dry conditions to prevent rust and handle degradation.

2.1.2 Pegs

Pegs are temporary or semi-permanent markers used to identify and demarcate control points during reconnaissance.

Types of Pegs

  • Wooden Pegs: Easily available and inexpensive, suitable for soft soils but less durable.
  • Metal Pegs: More durable and visible but prone to rust without treatment.
  • Plastic Pegs: Resistant to weathering but less sturdy.

Criteria for Selecting Pegs

  • Soil type and hardness: Wooden pegs suit soft soils; metal for rocky grounds.
  • Visibility: Brightly painted pegs aid in quick identification during fieldwork.
  • Durability: Consider project duration and environmental conditions.

Placement Techniques

  • Pegs should be driven firmly into the ground at the exact control point location.
  • Position pegs to avoid interference with ongoing activities and ensure they are not easily dislodged.

Assessment for Reusability

  • Inspect pegs for damage or wear after each use.
  • Replace pegs that show signs of splitting, warping, or corrosion.

2.1.3 Spade

The spade is a versatile digging tool essential for preparing holes to place permanent markers or to clear vegetation around control points.

Spade Types Suitable for Surveying

  • Pointed Spade: Ideal for penetrating hard or compacted soils.
  • Flat Spade: Useful for cutting roots or leveling soil around markers.
  • Trenching Spade: Narrow blade facilitates precise digging for marker placement.

Proper Use in Control Point Establishment

  • Used to dig holes for iron pins or to clear debris around markers.
  • Enables accurate positioning by allowing firm embedding of markers below the surface.

Maintenance and Handling

  • Keep the blade sharp and free from rust to ease digging.
  • Clean after use to prevent soil buildup and corrosion.

Safety Considerations

  • Use correct posture to avoid back strain.
  • Wear protective boots to prevent foot injuries during digging.

2.1.4 Shovel

A shovel complements the spade by enabling the movement of larger volumes of soil or sand during control point preparation.

Differences Between Spade and Shovel

  • Shovels typically have a curved blade for scooping and moving soil.
  • Spades have a flat blade designed for digging and cutting.

Applications in Survey Control Setup

  • Used for excavating larger holes for concrete marker foundations.
  • Assists in backfilling around markers using sand or soil.

Specifications and Features

  • Blade size and shape vary depending on soil type and task.
  • Long handles improve leverage but require careful handling in confined spaces.

Care and Storage

  • Clean after use to prevent rust and soil hardening on the blade.
  • Store in a dry place to prolong tool life.

2.1.5 Measuring Tape

Measuring tapes are fundamental in reconnaissance for measuring distances between control points and verifying site dimensions.

Name Specification Use
Steel Tape 30m to 100m length Measuring long distances accurately
Fiberglass Tape 30m to 50m length Measuring in wet conditions, resistant to stretching
Cloth Tape 30m length Short measurements, flexible for uneven terrain

Accuracy and Calibration

  • Steel tapes provide the highest accuracy but require careful handling to avoid kinks.
  • Regular calibration against a standard baseline is necessary to maintain precision.

Usage in Reconnaissance

  • Used for preliminary measurements to establish rough control point spacing.
  • Assists in setting out pegs at specified intervals.

Handling and Maintenance

  • Avoid twisting or bending to prevent permanent damage.
  • Clean tape after use and rewind carefully to prevent tangling.

Safety in Use

  • Keep fingers clear when retracting tapes to avoid cuts.
  • Use in pairs for long distances to maintain tension and accuracy.

2.1.6 Ranging Rods

Ranging rods serve as visual markers and aids for aligning points during reconnaissance and survey operations.

Name Specification Use
Standard Rod 2m length, striped red and white Marking control points and aiding line of sight
Telescopic Rod Adjustable length 1m to 3m Flexible marking in varied terrain

Importance in Surveying

  • Provide clear visual references to assist in establishing straight lines between control points.
  • Used in conjunction with measuring tapes and theodolites for precise alignment.

Selection Criteria

  • Visibility: Bright colors improve detectability in dense vegetation or low light.
  • Durability: Lightweight materials like aluminum or fiberglass resist corrosion.

Usage Techniques

  • Place rods vertically at control points during sighting.
  • Coordinate with total station or GNSS receivers for accurate positioning.

Maintenance

  • Inspect for bent or broken sections regularly.
  • Clean rods to maintain color visibility and structural integrity.

2.1.7 Total Station

The total station is a sophisticated electronic instrument combining an electronic theodolite with an electronic distance meter, critical for precise control point establishment.

Name Specification Use
Total Station Angular accuracy ±5 seconds, EDM range up to 3000m Measuring angles and distances for control point positioning

Components and Functions

  • Electronic Theodolite: Measures horizontal and vertical angles with high precision.
  • Electronic Distance Meter (EDM): Measures distances using infrared or laser signals.
  • Data Collector: Stores measurements and facilitates data transfer.

Operational Procedures

  • Set up on a stable tripod at a known reference point.
  • Level the instrument using built-in bubble levels.
  • Sight target prisms placed on ranging rods or markers to measure angles and distances.

Advantages in Kenyan Surveying Context

  • Enables rapid data collection over large or inaccessible areas such as hills or forested zones.
  • Reduces human error compared to manual angle and distance measurements.

Maintenance and Calibration

  • Regularly clean lenses and prisms to prevent measurement errors.
  • Perform calibration checks according to manufacturer’s guidelines to maintain accuracy.

2.1.8 GNSS Receivers

Global Navigation Satellite System (GNSS) receivers provide geospatial positioning data by receiving signals from satellites, essential for establishing control points with global coordinates.

Name Specification Use
GNSS Receiver Multi-constellation (GPS, GLONASS, Galileo), sub-meter to centimeter accuracy Determining precise geographic coordinates of control points

Types of GNSS Receivers

  • Single Frequency: Less expensive, suitable for general reconnaissance with meter-level accuracy.
  • Dual Frequency: More precise, used for detailed control point establishment requiring centimeter accuracy.

Applications in Kenyan Terrain

  • Ideal for remote or difficult terrain where traditional line-of-sight instruments are impractical.
  • Used by county government surveyors for mapping large agricultural estates or infrastructure projects.

Operational Considerations

  • Requires clear sky visibility for optimal satellite reception.
  • May use base stations or network corrections for enhanced accuracy.

Maintenance and Data Management

  • Keep antennas clean and free from obstructions.
  • Regularly update firmware and software to maintain compatibility and performance.

2.1.9 Sand

Sand is a common material used in setting control points, particularly for creating stable bedding for markers and concrete bases.

Role in Control Point Stability

  • Provides a level and compacted base to prevent marker movement.
  • Facilitates drainage around markers, reducing erosion effects.

Quality Characteristics

  • Should be clean-free of organic matter and clay to ensure good compaction.
  • Grain size affects compaction and stability; medium-grain sand is preferred.

Application Techniques

  • Spread sand evenly in the hole before placing markers or iron pins.
  • Compact sand layers using hand tampers to achieve firmness.

Sourcing and Environmental Considerations

  • Use sand from licensed quarries to avoid environmental degradation.
  • Avoid using sand from riverbeds prone to seasonal erosion.

2.1.10 Cement

Cement is used to create durable concrete bases that protect control points from environmental damage and accidental displacement.

Purpose in Survey Control Points

  • Provides a solid foundation for iron pins or benchmarks.
  • Enhances longevity and visibility of permanent markers.

Types of Cement Suitable for Field Use

  • Ordinary Portland Cement (OPC): Commonly used due to availability and strength.
  • Rapid Hardening Cement: Useful in projects requiring quick setting times.

Mixing and Application

  • Typical mix ratios include 1 part cement, 2 parts sand, 4 parts aggregate.
  • Pour concrete into pre-dug holes around markers, ensuring no voids.

Curing and Protection

  • Allow concrete to cure for at least 7 days to achieve strength.
  • Protect curing concrete from rain and extreme temperatures.

2.1.11 Iron Pin

Iron pins serve as permanent physical markers embedded into the ground to denote precise control points.

Name Specification Use
Iron Pin Diameter 16mm to 20mm, length 600mm to 900mm, galvanized or stainless steel Marking permanent control points with high durability

Characteristics of Iron Pins

  • High tensile strength to resist bending or breaking.
  • Corrosion-resistant coatings to prevent rusting in varied Kenyan soils.

Installation Procedures

  • Driven into pre-prepared holes filled with sand and concrete for stability.
  • Top of the pin is often capped or painted for visibility.

Advantages Over Other Markers

  • Longevity and ability to maintain precise location over decades.
  • Resistant to accidental damage from human or animal activity.

Maintenance and Verification

  • Periodically inspect pins for displacement or corrosion.
  • Re-establish or replace pins if disturbed by construction or natural processes.

Practice Questions

  1. Describe the key differences between a spade and a shovel and explain their specific uses in establishing topographical survey control points. (10 marks)

  2. Explain why GNSS receivers are preferred in certain reconnaissance operations over total stations in Kenyan surveying projects. (8 marks)

  3. List and explain five important characteristics to consider when selecting pegs for marking control points during reconnaissance. (10 marks)

  4. Outline the steps involved in installing an iron pin as a permanent control point marker. (12 marks)

  5. Discuss the maintenance practices necessary to ensure the longevity of a total station used in topographical surveys. (10 marks)

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🔒2.2 Existing Control Points Identification

In the context of land surveying in Kenya, identifying existing control points is a foundational step before establishing new topographical survey control points. Existing control points provide reference markers that ensure consistency, accuracy, and integrat…

🔒2.3 Topographical Survey Control Points Selection

Selecting appropriate control points for a topographical survey is critical to ensure the accuracy and efficiency of data collection. In Kenya, where terrain and land use vary widely from the coastal plains of Mombasa to the highlands of Nyeri, careful selecti…

🔒2.4 Topographical survey control points extension

In topographical surveying within Kenya, extending control points beyond initial established benchmarks is essential for covering larger survey areas accurately. This process ensures continuity and precision in mapping terrains, especially across expansive or…

🔒2.5 Topographical survey control points monumenting

Monumenting control points is a vital practice in topographical surveying that involves physically marking control points on the ground to ensure their permanence and visibility. In Kenya, where land disputes and infrastructure development require dependable s…

Chapter Summary

This chapter covered the essential tools, equipment, and materials required for reconnaissance in topographical surveys, including hand tools like hammers and spades, measuring instruments such as tapes and ranging rods, and advanced technology like total stations and GNSS receivers. It emphasized the importance of identifying existing control points to establish a reliable foundation for new surveying work. Criteria for selecting appropriate topographical survey control points were discussed to ensure accuracy and coverage of the survey area. The chapter also explained the process of extending control points to cover larger or adjacent areas as needed for comprehensive mapping. Finally, it detailed the monumenting of control points, highlighting the use of materials like sand, cement, and iron pins to create durable and visible markers that maintain survey integrity over time.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Which tool is primarily used for driving pegs into the ground during reconnaissance? (1 mark)
  2. Explain the difference between a spade and a shovel in the context of topographical survey reconnaissance. (2 marks)
🔒20 more in this section.

Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Explain the role of a hammer during reconnaissance in topographical surveys in Kenyan terrain. (4 marks)
  2. Describe how pegs are assessed for suitability when establishing survey control points. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Identification and marking of existing topographical survey control points

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

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Identify and mark five existing topographical survey control points within a 100m x 100m site and record their coordinates using total station and GPS equipment.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Handheld GPS ReceiverWooden Pegs
Total Station with Tripod StandA4 Printing Paper
Reflector Prism and PoleFoolscap Paper
50 m Steel TapePencil and Eraser
Mallet
Computer with ArcGIS and AutoCAD Software Installed
Printer
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Handheld GPS Receiver1 Pc per Candidate
2Total Station with Tripod Stand1 Pc per Candidate
3Reflector Prism and Pole1 Pc per Candidate
4Wooden Pegs5 Pcs per Candidate
5Mallet1 Pc per Candidate
650 m Steel Tape1 Pc per Candidate
7A4 Printing Paper2 Sheets per Candidate
8Computer with ArcGIS and AutoCAD Software Installed1 Pc per Candidate
9Printer1 Pc per 5 Candidates
10Foolscap Paper2 Sheets per Candidate
11Pencil and Eraser1 Set per Candidate
12Surveyor's Safety Boots1 Pair per Candidate
13Dust Coat/Apron1 Pc per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Identification and marking of existing control points
Identified and used PPE appropriately (boots and dust coat)
(Award 1 mark each for boots and dust coat)
2
Selected a suitable site of approximately 100m x 100m containing existing control points
(Award marks for correct site selection with visible control points)
3
Located and identified five existing control points accurately
(Award 1 mark per correctly identified control point)
5
Measured and recorded coordinates (Northings, Eastings, Elevations) of each control point using total station and GPS
(Award 2 marks per point for accurate measurement and recording)
10
Marked each identified control point clearly with wooden pegs and mallet
(Award 1 mark per correctly marked control point)
5
Entered recorded coordinates correctly into Excel workbook and saved as .csv file
(Award marks for correct data entry and saving)
5
Imported coordinate data into ArcGIS or AutoCAD and displayed control points on map
(Award marks for correct import and display)
5
Prepared and printed a neat topographical map of the site on A4 paper including control points
(Award marks for correct layout, map elements, and printout)
5
Sub-Total40
PRODUCT CHECKLIST
Accuracy of recorded coordinate measurements within ±0.5m of actual control points
(Award full marks if all points within tolerance)
5
All five control points are clearly and correctly marked on site with pegs
(Award full marks if all pegs correctly placed)
5
Excel workbook contains all five points with correct coordinate format and saved as .csv
(Award full marks if data complete and correctly saved)
3
Control points correctly displayed on imported map with accurate positions
(Award full marks if displayed correctly)
4
Printed topographical map includes all control points with title, legend, neat line, and scale
(Award full marks if map is complete and neat)
3
Sub-Total20
GRAND TOTAL60
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Selection and Establishment of Topographical Survey Control Points on Undulating Terrain

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

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Select and establish five topographical survey control points within a 100m x 100m undulating site, marking them with wooden pegs and recording their precise coordinates using a total station and GPS.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
100 m steel tape measureWooden pegs
Total Station with tripod standA4 printing paper
Handheld GPS ReceiverFoolscap writing paper
Reflector prism and pole
Mallet
Computer with ArcGIS and AutoCAD installed
Printer
Pencil and eraser
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1100 m steel tape measure1 Pc per Candidate
2Total Station with tripod stand1 Pc per 5 Candidates
3Handheld GPS Receiver1 Pc per 5 Candidates
4Reflector prism and pole1 Pc per 5 Candidates
5Wooden pegs10 Pcs per Candidate
6Mallet1 Pc per Candidate
7A4 printing paper2 Sheets per Candidate
8Computer with ArcGIS and AutoCAD installed1 Pc per Candidate
9Printer1 Pc per 5 Candidates
10Foolscap writing paper2 Sheets per Candidate
11Pencil and eraser1 Set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Use of PPE and Site Preparation
Identified and wore apron/dust coat and closed shoes correctly
(Award 1 mark each for apron/dust coat and boots/closed shoes)
2
Selected a suitable undulating site with visible point, linear and polygon features
(Award marks for correct site selection and feature identification)
3
Marked five intervisible control points approximately 20m apart on the site
(Award marks for correct marking and spacing of control points)
3
Sub-Total8
TASK 2: Measurement and Recording of Control Points
Measured and recorded coordinates (Northings, Eastings, Elevations) of the five control points accurately using total station and GPS
(Award marks for accuracy and completeness of coordinate recording)
6
Calculated distance and bearing between at least two selected control points correctly
(Award marks for correct computation of distance and bearing)
4
Sub-Total10
TASK 3: Setup and Orientation of Total Station
Mounted tripod stand correctly over the first control point
(Award marks for correct and stable mounting)
2
Levelled and centred the total station over the control point using plumb bob
(Award marks for precise levelling and centering)
3
Oriented the instrument correctly to the second control point
(Award marks for correct orientation)
3
Sub-Total8
TASK 4: Identification and Recording of Site Features
Correctly identified and distinguished point, linear and polygon features within the site
(Award marks for correct identification and classification)
4
Made accurate observations to at least 14 points forming the features
(Award marks for observation accuracy)
5
Recorded observations correctly with Northings, Eastings, and Elevations
(Award marks for correct recording)
3
Sub-Total12
TASK 5: Data Processing and Mapping
Entered coordinates into Excel workbook and saved as .csv file correctly
(Award marks for correct data entry and file saving)
5
Imported coordinates into ArcGIS/AutoCAD and displayed them accurately
(Award marks for correct import and display)
5
Sub-Total10
TASK 6: Digitizing and Contour Generation
Created point, polyline and polygon feature classes correctly in the mapping software
(Award marks for correct feature class creation)
3
Digitized site features accurately matching ground appearance
(Award marks for digitizing accuracy)
4
Generated contours at a suitable interval (e.g., 1m or 2m)
(Award marks for correct contour generation)
5
Sub-Total12
TASK 7: Map Preparation and Printing
Prepared map layout with correct map elements including legend, title, and neat line
(Award marks for correct layout and map elements)
3
Exported map layout correctly and printed on A4 size paper
(Award marks for correct export and printing)
2
Sub-Total5
PRODUCT CHECKLIST
Selected control points marked with wooden pegs, spaced appropriately (approx. 20m apart) and visible from each other
(Award marks for correct selection and marking)
3
Coordinates of the five control points recorded correctly with accurate Northings, Eastings, and Elevations
(Award marks for coordinate accuracy)
4
Distance and bearing between control points computed accurately
(Award marks for correct calculations)
3
Topographical map printed on A4 paper with all features and contours correctly displayed
(Award marks for correct map output and presentation)
5
Sub-Total15
GRAND TOTAL80
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Extension of Topographical Survey Control Points Using Total StationPractical 3
🔒Monument iron pins in concrete to establish topographical survey control pointsPractical 4
🔒Establish Topographical Survey Control Points Using Total StationPractical 5
🔒Establish Topographical Survey Control Points Using GNSS ReceiversPractical 6
🔒Measure and record distances between topographical control points using a measuring tapePractical 7
🔒Set out topographical survey control points using ranging rodsPractical 8
🔒Drive wooden pegs at designated control points using a hammerPractical 9
🔒Assessment of Stability and Positioning of Survey Control PegsPractical 10
🔒Excavate Holes for Topographical Survey Control Point MonumentsPractical 11
🔒Prepare concrete mix for monumenting topographical control pointsPractical 12
🔒Gather and Prepare Tools and Materials for Topographical Reconnaissance SurveyPractical 13
🔒Set Out Topographical Survey Control Points Using Combined Tape and Ranging RodsPractical 14
🔒Marking Topographical Survey Control Points with Pegs and Iron PinsPractical 15
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Am I competent?

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

  • Choose the right tools, equipment, and materials needed to set up topographical survey control points based on the job.
  • Accurately identify existing control points as required for the survey.
  • Select suitable topographical survey control points that meet the job specifications.
  • Correctly extend topographical survey control points according to the project needs.
  • Safely and accurately monument topographical survey control points following all job requirements.

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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