By the end of this chapter, you will be able to:
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.
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.
The hammer is a fundamental hand tool used in the physical marking and installation of control points on the ground.
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.
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.
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.
Pegs serve as visible ground markers for control points, and their assessment involves selecting appropriate types and materials based on site conditions.
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.
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.
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.
The spade is a digging tool used to prepare the ground for installing control points, especially when embedding markers below the surface.
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.
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.
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.
The shovel complements the spade by facilitating the removal of larger volumes of soil during site preparation for control points.
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.
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.
Regular blade sharpening and handle inspections extend the shovel’s lifespan. Proper storage prevents moisture-related damage, especially in humid survey environments.
| Name | Specification | Use |
|---|---|---|
| Steel Measuring Tape | Length: 30m to 50m; Width: 13mm; Metric scale | Measuring horizontal distances between control points and landmarks |
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 |
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 |
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 |
Sand is used as a bedding material for control point markers to provide stable, level support and to facilitate drainage around the marker.
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.
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.
Cement is used to create concrete foundations for control points, providing durability and resistance against environmental forces.
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.
Concrete bases anchored with cement prevent shifting caused by soil erosion, animal activity, or human interference, especially in urban or high-traffic areas.
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.
Iron pins are permanent markers driven into the ground to denote control points, providing a reliable physical reference for survey measurements.
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.
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.
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.
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)
Discuss the factors to consider when selecting pegs for marking control points in different Kenyan terrains. (10 marks)
Compare and contrast the uses of a spade and a shovel in the preparation of control points during reconnaissance. (10 marks)
Describe the specifications and importance of measuring tapes in topographical surveys. (10 marks)
Outline the advantages of using GNSS receivers over traditional total stations for locating control points in Kenya. (10 marks)
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Create a free accountThis 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.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Handheld GPS receiver | Dust coat/Reflector jacket |
| Measuring tape 30 m | Safety boots/Closed shoes |
| Ranging rods set | Pegging pegs |
| Mallet/Hammer | Levelling field note book |
| Scientific calculator | |
| Pencil and eraser |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Dust coat/Reflector jacket | 1 Pc per Candidate |
| 2 | Safety boots/Closed shoes | 1 Pair per Candidate |
| 3 | Handheld GPS receiver | 1 Pc per Candidate |
| 4 | Measuring tape 30 m | 1 Pc per Candidate |
| 5 | Ranging rods set | 1 Set per Candidate |
| 6 | Pegging pegs | 10 Pcs per Candidate |
| 7 | Mallet/Hammer | 1 Pc per 5 Candidates |
| 8 | Levelling field note book | 1 Pc per Candidate |
| 9 | Scientific calculator | 1 Pc per Candidate |
| 10 | Pencil and eraser | 1 Set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| 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-Total | 1 | ||
| 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-Total | 2 | ||
| 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-Total | 4 | ||
| 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-Total | 4 | ||
| 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-Total | 2 | ||
| 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-Total | 8 | ||
| GRAND TOTAL | 21 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Handheld GPS Receiver | Survey Pegs |
| 50 m Steel Tape | Levelling Field Note Book |
| Mallet | |
| Ranging Rods | |
| Scientific Calculator | |
| Pencil and Eraser |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Hard Hat | 1 Pc per Candidate |
| 2 | Safety Boots | 1 Pair per Candidate |
| 3 | Reflective Safety Vest | 1 Pc per Candidate |
| 4 | Handheld GPS Receiver | 1 Pc per Candidate |
| 5 | 50 m Steel Tape | 1 Pc per Candidate |
| 6 | Survey Pegs | 15 Pcs per Candidate |
| 7 | Mallet | 1 Pc per Candidate |
| 8 | Ranging Rods | 1 Set per Candidate |
| 9 | Levelling Field Note Book | 1 Pc per Candidate |
| 10 | Scientific Calculator | 1 Pc per Candidate |
| 11 | Pencil and Eraser | 1 Set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| 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-Total | 3 | ||
| 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-Total | 8 | ||
| 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-Total | 7 | ||
| 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-Total | 11 | ||
| GRAND TOTAL | 29 | ||
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