By the end of this chapter, you will be able to:
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.
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.
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.
Pegs are temporary or semi-permanent markers used to identify and demarcate control points during reconnaissance.
The spade is a versatile digging tool essential for preparing holes to place permanent markers or to clear vegetation around control points.
A shovel complements the spade by enabling the movement of larger volumes of soil or sand during control point preparation.
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 |
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 |
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 |
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 |
Sand is a common material used in setting control points, particularly for creating stable bedding for markers and concrete bases.
Cement is used to create durable concrete bases that protect control points from environmental damage and accidental displacement.
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 |
Describe the key differences between a spade and a shovel and explain their specific uses in establishing topographical survey control points. (10 marks)
Explain why GNSS receivers are preferred in certain reconnaissance operations over total stations in Kenyan surveying projects. (8 marks)
List and explain five important characteristics to consider when selecting pegs for marking control points during reconnaissance. (10 marks)
Outline the steps involved in installing an iron pin as a permanent control point marker. (12 marks)
Discuss the maintenance practices necessary to ensure the longevity of a total station used in topographical surveys. (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 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.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Handheld GPS Receiver | Wooden Pegs |
| Total Station with Tripod Stand | A4 Printing Paper |
| Reflector Prism and Pole | Foolscap Paper |
| 50 m Steel Tape | Pencil and Eraser |
| Mallet | |
| Computer with ArcGIS and AutoCAD Software Installed | |
| Printer |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Handheld GPS Receiver | 1 Pc per Candidate |
| 2 | Total Station with Tripod Stand | 1 Pc per Candidate |
| 3 | Reflector Prism and Pole | 1 Pc per Candidate |
| 4 | Wooden Pegs | 5 Pcs per Candidate |
| 5 | Mallet | 1 Pc per Candidate |
| 6 | 50 m Steel Tape | 1 Pc per Candidate |
| 7 | A4 Printing Paper | 2 Sheets per Candidate |
| 8 | Computer with ArcGIS and AutoCAD Software Installed | 1 Pc per Candidate |
| 9 | Printer | 1 Pc per 5 Candidates |
| 10 | Foolscap Paper | 2 Sheets per Candidate |
| 11 | Pencil and Eraser | 1 Set per Candidate |
| 12 | Surveyor's Safety Boots | 1 Pair per Candidate |
| 13 | Dust Coat/Apron | 1 Pc per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| 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-Total | 40 | ||
| 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-Total | 20 | ||
| GRAND TOTAL | 60 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| 100 m steel tape measure | Wooden pegs |
| Total Station with tripod stand | A4 printing paper |
| Handheld GPS Receiver | Foolscap writing paper |
| Reflector prism and pole | |
| Mallet | |
| Computer with ArcGIS and AutoCAD installed | |
| Printer | |
| Pencil and eraser |
| S/N | Item | Quantity |
|---|---|---|
| 1 | 100 m steel tape measure | 1 Pc per Candidate |
| 2 | Total Station with tripod stand | 1 Pc per 5 Candidates |
| 3 | Handheld GPS Receiver | 1 Pc per 5 Candidates |
| 4 | Reflector prism and pole | 1 Pc per 5 Candidates |
| 5 | Wooden pegs | 10 Pcs per Candidate |
| 6 | Mallet | 1 Pc per Candidate |
| 7 | A4 printing paper | 2 Sheets per Candidate |
| 8 | Computer with ArcGIS and AutoCAD installed | 1 Pc per Candidate |
| 9 | Printer | 1 Pc per 5 Candidates |
| 10 | Foolscap writing paper | 2 Sheets 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 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-Total | 8 | ||
| 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-Total | 10 | ||
| 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-Total | 8 | ||
| 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-Total | 12 | ||
| 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-Total | 10 | ||
| 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-Total | 12 | ||
| 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-Total | 5 | ||
| 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-Total | 15 | ||
| GRAND TOTAL | 80 | ||
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