Land Survey  ·  Level 6
Topographical Survey
Chapter 2: Locate topographical survey control points
📚 5 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 to establish topographical control points based on the job requirements.
  • Identify existing control points accurately to ensure your survey is reliable.
  • Choose suitable topographical survey control points that meet the specific needs of your project.
  • Extend topographical survey control points correctly to maintain precision in your work.
  • Monument topographical survey control points safely and accurately by following the proper procedures.

Mastering these skills will help you create precise and dependable surveys, which are essential for successful construction and land development projects.

Locate topographical survey control points is a critical phase in land surveying that establishes reliable reference markers for detailed mapping and data collection. In Kenya, accurate location of these control points ensures that subsequent surveys are consistent and can be integrated with national geospatial frameworks. Surveyors working in diverse environments, from agricultural lands in Rift Valley to urban developments in Nairobi, must utilize appropriate tools and materials during reconnaissance to identify and prepare these points effectively.

2.1 Tools, equipment and topographical survey control points materials for reconnaissance

The reconnaissance stage involves preliminary site visits to identify suitable locations for control points and to prepare the ground for precise measurements. Surveyors rely on a combination of hand tools, measuring instruments, and durable materials that withstand environmental conditions. The choice of tools and materials directly affects the accuracy and longevity of control points, which in turn influences the quality of the topographical survey.

2.1.1 Hammer

The hammer is a fundamental hand tool used in the physical marking and installation of control points on the ground.

Types of Hammers Used in Surveying

Surveyors commonly use claw hammers and sledgehammers. Claw hammers allow for driving and removing nails or pegs, while sledgehammers provide the force needed to drive iron pins or stakes into hard ground. The choice depends on soil type and the size of the marker.

Role in Installing Control Points

The hammer is essential for embedding markers such as iron pins or wooden pegs firmly into the soil. This ensures that control points remain stable during the survey period, resisting displacement by environmental factors or human activity.

Maintenance and Handling

Maintaining the hammer’s head securely fixed to the handle prevents accidents and inefficiency. Surveyors should regularly inspect the handle for cracks and the head for rust, especially when working in humid regions like Kisumu or coastal areas.

2.1.2 Pegs

Pegs serve as visible ground markers for control points, and their assessment involves selecting appropriate types and materials based on site conditions.

Types of Pegs

Wooden pegs, metal pegs, and plastic pegs are commonly used. Wooden pegs are biodegradable and suitable for short-term surveys, metal pegs offer durability for long-term projects, and plastic pegs provide visibility but less durability.

Criteria for Selecting Pegs

Selection depends on soil type, expected survey duration, and environmental exposure. For example, in rocky terrains like those around Mount Kenya, metal pegs are preferred for their resilience, whereas in agricultural lands, wooden pegs minimize soil disturbance.

Assessment of Peg Stability

Surveyors must evaluate the peg’s ability to resist movement due to weather, animal activity, or human interference. Stability tests may include manual attempts to dislodge the peg and checking for firm embedding below the soil surface.

2.1.3 Spade

The spade is a digging tool used to prepare the ground for installing control points, especially when embedding markers below the surface.

Design and Specifications

Survey spades typically have a flat, rectangular blade with a sturdy handle for leverage. The blade width varies depending on the size of the hole required for the control point material.

Use in Control Point Installation

Spades enable the excavation of holes to set iron pins or concrete-filled markers at precise depths. This ensures markers are less susceptible to being disturbed and can be accurately located during subsequent surveys.

Safety and Maintenance

Proper handling reduces strain and injury risks during excavation. After use, spades should be cleaned to prevent rust and soil buildup, which can degrade the tool’s effectiveness.

2.1.4 Shovel

The shovel complements the spade by facilitating the removal of larger volumes of soil during site preparation for control points.

Differences Between Shovel and Spade

Unlike the spade’s flat blade, the shovel has a curved blade suited for scooping and moving loose soil. This makes it ideal for clearing trenches or larger holes needed for substantial control point foundations.

Application in Topographical Surveys

In surveys requiring concrete bases or heavy markers, shovels assist in creating the necessary excavation. For instance, in flood-prone areas of Western Kenya, control points may need deeper foundations to prevent washout.

Maintenance Practices

Regular blade sharpening and handle inspections extend the shovel’s lifespan. Proper storage prevents moisture-related damage, especially in humid survey environments.

2.1.5 Measuring tape

Name Specification Use
Steel Measuring Tape Length: 30m to 50m; Width: 13mm; Metric scale Measuring horizontal distances between control points and landmarks
  • Steel tapes provide durability and resistance to stretching, ensuring accuracy over repeated uses.
  • Surveyors must keep tapes clean and avoid kinks or twists that can distort measurements.
  • When measuring long distances, tapes should be held taut and level to prevent sagging errors.
  • Calibration against certified standards is necessary to maintain measurement integrity.
  • Protective cases reduce damage during transport across rugged terrains.

2.1.6 Ranging rods

Ranging rods are visual aids used to establish straight survey lines and mark positions during reconnaissance.

Name Specification Use
Ranging Rod Length: 2m to 3m; Painted red and white stripes for visibility Marking survey lines and control point locations
  • Their bright coloration enhances visibility over long distances and in dense vegetation.
  • Ranging rods assist in aligning control points to ensure linear accuracy.
  • They can be used as temporary markers during the setup of permanent control points.
  • Lightweight construction facilitates easy transport during fieldwork.
  • Maintenance involves repainting faded stripes to retain visibility.

2.1.7 Total station

The total station is an electronic/optical instrument combining theodolite and distance measurement functions, critical for control point location with high precision.

Name Specification Use
Total Station Angular accuracy: 1" to 5"; EDM range: up to 3,000m; Integrated data storage Measuring angles and distances to establish control points accurately
  • Total stations enable rapid, accurate data collection, integrating horizontal and vertical measurements.
  • Their use reduces human errors associated with manual angle and distance readings.
  • Data collected can be downloaded for detailed analysis and mapping.
  • Regular calibration ensures measurement reliability and accuracy.
  • Battery life and environmental protection are important for field performance in remote Kenyan sites.

2.1.8 GNSS receivers

Global Navigation Satellite System receivers provide geospatial coordinates for control points using satellite signals, facilitating efficient and precise positioning.

Name Specification Use
GNSS Receiver Multi-constellation support (GPS, GLONASS, Galileo); Accuracy: sub-meter to centimetre with correction Determining exact geographic coordinates of control points
  • GNSS receivers allow surveyors to establish control points without extensive line-of-sight requirements.
  • Real-Time Kinematic (RTK) corrections improve positional accuracy to centimetre levels.
  • They are essential for integrating survey data with national geodetic frameworks.
  • Surveyors must understand satellite geometry and signal interference to optimize data quality.
  • Battery management and environmental protection are critical for continuous operation in field conditions.

2.1.9 Sand

Sand is used as a bedding material for control point markers to provide stable, level support and to facilitate drainage around the marker.

Properties of Suitable Sand

Clean, coarse sand with minimal silt content is preferred to prevent water retention that could cause marker displacement. Locally sourced river sand from areas such as Athi River is commonly used.

Application Techniques

During installation, a layer of sand is placed beneath and around the marker before backfilling with soil or concrete. Proper compaction ensures the marker remains firmly seated.

2.1.10 Cement

Cement is used to create concrete foundations for control points, providing durability and resistance against environmental forces.

Cement Types Suitable for Survey Markers

Ordinary Portland Cement (OPC) is the standard choice due to its strength and availability in Kenya. Variants with additives may be used in corrosive or high-moisture environments.

Importance in Control Point Longevity

Concrete bases anchored with cement prevent shifting caused by soil erosion, animal activity, or human interference, especially in urban or high-traffic areas.

Mixing and Application

Proper mixing ratios (typically 1:2:4 cement:sand:aggregate) ensure strength and durability. Surveyors should prepare concrete on-site and pour it around markers promptly to avoid weak bonding.

2.1.11 Iron pin

Iron pins are permanent markers driven into the ground to denote control points, providing a reliable physical reference for survey measurements.

Specifications and Dimensions

Standard iron pins are typically 16mm diameter and 450mm to 600mm long-made of galvanized steel to resist corrosion. Their length ensures adequate embedding depth for stability.

Installation Procedures

Pins are driven vertically into pre-dug holes or directly into soft soil using hammers. The top is often capped or marked for visibility and protection.

Durability and Maintenance

Galvanization protects pins from rust in Kenya’s varying climates. Periodic inspections are necessary to confirm pins remain undisturbed and visible, particularly in areas prone to land development.

Practice Questions

  1. Explain the role of a hammer in the installation of topographical survey control points and describe the types commonly used in Kenyan survey sites. (10 marks)

  2. Discuss the factors to consider when selecting pegs for marking control points in different Kenyan terrains. (10 marks)

  3. Compare and contrast the uses of a spade and a shovel in the preparation of control points during reconnaissance. (10 marks)

  4. Describe the specifications and importance of measuring tapes in topographical surveys. (10 marks)

  5. Outline the advantages of using GNSS receivers over traditional total stations for locating control points in Kenya. (10 marks)

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🔒2.2 Existing Control Points Identification

In topographical surveying, locating existing control points is a crucial preliminary activity that ensures accuracy and efficiency in the survey process. For land surveyors in Kenya, utilizing established control points reduces fieldwork time and enhances the…

🔒2.3 Topographical Survey Control Points Selection

Selecting appropriate control points for a topographical survey is fundamental to ensuring that the survey is accurate, efficient, and fit for its intended purpose. In Kenya, surveyors must consider terrain, accessibility, and the objectives of the survey when…

🔒2.4 Topographical Survey Control Points Extension

In land surveying, particularly in topographical surveys, extending control points is critical to expanding accurate reference frameworks over large or complex terrains. Control points serve as fixed, known positions from which survey measurements are taken; t…

🔒2.5 Topographical Survey Control Points Monumenting

Monumenting control points is the process of physically marking survey stations on the ground to ensure their permanence and visibility. This practice is essential for maintaining the integrity of topographical survey networks over time, enabling future survey…

Chapter Summary

This chapter covered the essential tools, equipment, and materials required for reconnaissance in topographical surveys, including hammers, pegs, spades, shovels, measuring tapes, ranging rods, total stations, GNSS receivers, sand, cement, and iron pins. It explained how to identify existing control points that serve as reference locations for survey accuracy. The process of selecting suitable topographical survey control points was detailed, emphasizing criteria that ensure reliable and precise measurements. Extending these control points to cover larger survey areas was also discussed, highlighting methods for maintaining continuity and consistency. Finally, the chapter addressed the monumenting of control points, which involves physically marking these locations to preserve their positions for future surveys and reference. Together, these topics provide a comprehensive understanding of establishing and managing control points critical to successful topographical surveying.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Which tool is primarily used to drive pegs into the ground during topographical survey reconnaissance? (2 marks)
  2. Explain the role of ranging rods in establishing survey control points. (3 marks)
🔒20 more in this section.

Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Describe the role of a hammer in the process of locating topographical survey control points in a Kenyan rural setting. (4 marks)
  2. Explain the criteria used to assess pegs for suitability in establishing survey control points. (4 marks)
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Chapter Practical Activities

Practical 1: Identify and Record Existing Topographical Survey Control Points

Land Survey · Level 6
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.  Locate, identify, and record coordinates of two existing topographical survey control points 20 m apart on site using GPS and measuring tape.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Handheld GPS receiverDust coat/Reflector jacket
Measuring tape 30 mSafety boots/Closed shoes
Ranging rods setPegging pegs
Mallet/HammerLevelling field note book
Scientific calculator
Pencil and eraser
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Dust coat/Reflector jacket1 Pc per Candidate
2Safety boots/Closed shoes1 Pair per Candidate
3Handheld GPS receiver1 Pc per Candidate
4Measuring tape 30 m1 Pc per Candidate
5Ranging rods set1 Set per Candidate
6Pegging pegs10 Pcs per Candidate
7Mallet/Hammer1 Pc per 5 Candidates
8Levelling field note book1 Pc per Candidate
9Scientific calculator1 Pc per Candidate
10Pencil and eraser1 Set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Preparation and PPE
Identified and used PPE appropriately (dust coat/reflector jacket and safety boots)
(Award 1 mark for correct PPE usage)
1
Sub-Total1
TASK 2: Site assessment and obstacle removal
Assessed the topography of the area and removed obstacles to access control points
(Award 2 marks for thorough assessment and clearing)
2
Sub-Total2
TASK 3: Measuring and pegging control points
Measured distance between two existing control points approximately 20 m apart
(Award 2 marks for accurate distance measurement)
2
Pegged out the two control points clearly on site
(Award 2 marks for correct pegging and labeling)
2
Sub-Total4
TASK 4: GPS receiver operation
Handled and operated the handheld GPS receiver correctly
(Award 2 marks for proper device handling and operation)
2
Picked and recorded coordinates of control points accurately in field note book
(Award 2 marks for correct recording of coordinates)
2
Sub-Total4
TASK 5: Calculation and bearing determination
Calculated the bearing between the two control points using coordinates
(Award 2 marks for correct bearing calculation and documentation)
2
Sub-Total2
PRODUCT CHECKLIST
Accurate recording of coordinates for both control points matching actual positions
(Award 3 marks for coordinate accuracy within 1 m tolerance)
3
Correct measurement of distance between points within 0.5 m tolerance
(Award 3 marks for distance accuracy)
3
Clear and legible field notes and sketches showing control points and measurements
(Award 2 marks for neatness and completeness)
2
Sub-Total8
GRAND TOTAL21
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Select Suitable Topographical Survey Control Points in a Given Terrain

Land Survey · Level 6
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.  Select and peg out at least five suitable topographical survey control points within a 100m x 100m area considering terrain and accessibility.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Handheld GPS ReceiverSurvey Pegs
50 m Steel TapeLevelling Field Note Book
Mallet
Ranging Rods
Scientific Calculator
Pencil and Eraser
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Hard Hat1 Pc per Candidate
2Safety Boots1 Pair per Candidate
3Reflective Safety Vest1 Pc per Candidate
4Handheld GPS Receiver1 Pc per Candidate
550 m Steel Tape1 Pc per Candidate
6Survey Pegs15 Pcs per Candidate
7Mallet1 Pc per Candidate
8Ranging Rods1 Set per Candidate
9Levelling Field Note Book1 Pc per Candidate
10Scientific Calculator1 Pc per Candidate
11Pencil and Eraser1 Set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Use of PPE and Site Assessment
Identified and wore appropriate PPE (hard hat, safety boots, reflective vest)
(Award 1 mark for correct PPE usage)
1
Assessed terrain for obstacles and accessibility
(Award 2 marks for thorough site assessment and obstacle identification)
2
Sub-Total3
TASK 2: Measurement and Pegging of Control Points
Measured distances accurately between proposed control points using steel tape
(Award 2 marks for accurate distance measurement)
2
Selected control points based on terrain features and accessibility
(Award 3 marks for appropriate selection criteria)
3
Pegged out at least five control points correctly
(Award 3 marks for correct pegging and labelling of points)
3
Sub-Total8
TASK 3: Use of GPS and Recording Coordinates
Operated handheld GPS receiver correctly
(Award 2 marks for correct operation)
2
Picked and recorded coordinates of all pegged control points accurately
(Award 3 marks for accurate coordinate recording)
3
Calculated bearings between control points using recorded coordinates
(Award 2 marks for correct bearing calculations)
2
Sub-Total7
PRODUCT CHECKLIST
All five control points pegged within the 100m x 100m area with correct spacing and accessibility
(Award 5 marks for correct location and pegging)
5
Coordinates and bearings recorded legibly and correctly in the field note book
(Award 4 marks for completeness and accuracy)
4
Field notes neatness and completeness
(Award 2 marks for neat and complete documentation)
2
Sub-Total11
GRAND TOTAL29
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Extend topographical survey control points along existing baselinePractical 3
🔒Monument Iron Pin Control Points with Cement and SandPractical 4
🔒Locate topographical survey control points using total stationPractical 5
🔒Determine and mark topographical survey control points using GNSS receiversPractical 6
🔒Set Out Topographical Survey Control Points Using Ranging Rods and Measuring TapePractical 7
🔒Drive wooden pegs for topographical survey control pointsPractical 8
🔒Excavate control point monument foundations for topographical surveyPractical 9
🔒Prepare cement and sand mix for control point monumentPractical 10
🔒Assemble and install iron pin control point monumentsPractical 11
🔒Conduct reconnaissance and prepare tools and materials for locating topographical survey control pointsPractical 12
🔒Measure and record distances between topographical survey control points using a measuring tapePractical 13
🔒Align topographical survey control points using ranging rodsPractical 14
🔒Perform peg assessments and replacement for control point stabilityPractical 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 to establish topographical control points based on the job requirements.
  • Identify existing control points accurately to ensure your survey is reliable.
  • Choose suitable topographical survey control points that meet the specific needs of your project.
  • Extend topographical survey control points correctly to maintain precision in your work.
  • Monument topographical survey control points safely and accurately by following the proper procedures.

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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