By the end of this chapter, you will be able to:
Mastering this skill will help you lay the foundation for safe, efficient, and successful civil engineering projects in the real world.
Compiled by: Faith Achieng
Civil engineering projects begin with thorough preparations on site, known as preliminary works. These initial activities set the foundation for successful construction by ensuring that the site conditions are well understood and that all necessary data is collected. In Kenya, where diverse terrains and variable soil conditions are common, carrying out comprehensive site preliminary works is essential for safe, cost-effective, and durable civil engineering structures. This chapter explores the critical components of site preliminary works, focusing on site survey methods that provide essential information for project planning and execution.
Site surveys are fundamental in civil engineering as they provide precise data about the physical characteristics of the project location. This information guides design decisions, construction methods, and risk management. In Kenyan projects such as county road expansions or urban housing developments, accurate site surveys prevent costly mistakes and delays by revealing topographical features, boundaries, and subsurface conditions.
Surveying equipment is the backbone of any site survey, enabling engineers to measure distances, angles, and elevations with precision. The choice of equipment depends on the survey type, site conditions, and required accuracy.
| Name | Specification | Use |
|---|---|---|
| Total Station | Electronic/optical instrument with angular and distance measurement | Measures horizontal and vertical angles and distances for precise positioning |
| Theodolite | Optical instrument for measuring horizontal and vertical angles | Used for detailed angle measurements in topographical and boundary surveys |
| GPS Receiver | Satellite-based positioning system with sub-meter to centimeter accuracy | Determines precise geographic coordinates in large and inaccessible sites |
| Leveling Instrument | Optical or digital device for determining height differences | Measures elevations for grading and drainage design |
| Measuring Tape | Steel or fiberglass tape, 30m or 50m length | Used for short distance measurements and verification |
Maintenance of surveying equipment involves regular calibration, cleaning of optical components, battery checks, and safe storage to prevent damage and ensure accuracy.
Topographical surveys map the natural and man-made features of a site, including contours, vegetation, buildings, and water bodies. This survey forms the basis for design layouts and earthworks calculations.
Topographical surveys in Kenya must contend with varied landscapes from the Rift Valley escarpments to coastal plains, requiring adaptable methods to capture terrain detail.
Geotechnical investigations examine the subsurface soil and rock conditions to assess their suitability for supporting structures. This investigation is critical in Kenya, where soil types range from expansive clays to loose sandy deposits, affecting foundation design and construction methods.
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Create a free accountThis chapter covers the essential preliminary works required before commencing civil engineering construction on a site. It begins with the site survey process, detailing the use of various surveying equipment, the execution of topographical surveys, and the importance of geotechnical investigations to assess soil properties. The identification and demarcation of site boundaries are explained, including surveying techniques and the marking and fencing necessary to secure the site. Site clearance procedures are discussed comprehensively, highlighting the removal of vegetation, debris, and obstacles, as well as proper management of soil and topsoil. The chapter also emphasizes the importance of accurate site layout, the use of surveying tools for marking reference points, and the setting out of structures and features in accordance with construction standards. Preparation of the site preliminary report is outlined, summarizing survey findings, geotechnical assessments, environmental impact analyses, utility evaluations, and the status of site clearance. Finally, the chapter reviews the provision of essential site utilities, covering temporary washrooms, water sources, storage facilities, and site offices to support construction activities.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Levelling Instrument | Marking Pegs |
| Tripod Stand | Lime Powder |
| Levelling Staff (Graduated Rod) | |
| 20 meter Long Tape Measure | |
| Marking Pegs | |
| Calculator | |
| Writing Materials |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Levelling Instrument | 1 Piece shared |
| 2 | Tripod Stand | 1 Piece shared |
| 3 | Levelling Staff (Graduated Rod) | 1 Piece shared |
| 4 | 20 meter Long Tape Measure | 1 Piece shared |
| 5 | Marking Pegs | 12 Pieces per Candidate |
| 6 | Field Surveying Notebook | 1 per Candidate |
| 7 | Writing Materials (Pen, Pencil, Eraser) | Sufficient per Candidate |
| 8 | Calculator | 1 per Candidate |
| 9 | Lime Powder (for marking) | Sufficient per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Site Survey Preparation and Setup | |||
| Candidate wore appropriate PPE (overall, safety boots, helmet) (Award 3 marks if all PPEs worn correctly, otherwise zero) | 3 | ||
| Candidate ensured all equipment is in good working condition and correctly set up levelling instrument on tripod (Award 3 marks for correct setup and functional equipment) | 3 | ||
| Established baseline AB of 100 meters accurately and marked points A and B with pegs (Award 4 marks for correct baseline establishment and pegging) | 4 | ||
| Formed triangles at points A and B for offset measurements (Award 2 marks for properly formed triangles at both points) | 2 | ||
| Measured and chained offsets on both sides of baseline (at least 4 offsets) (Award 1 mark for each correctly measured offset up to 4) | 4 | ||
| Recorded all observations accurately in the field surveying notebook (Award 4 marks for complete and accurate recording) | 4 | ||
| Maintained safety and environmental precautions during survey (Award 2 marks for adherence to safety and environmental procedures) | 2 | ||
| Sub-Total | 22 | ||
| TASK 2: Leveling and Reduced Level Computations | |||
| Took back sight, fore sight and intermediate sight readings correctly (Award 5 marks for correct and complete readings) | 5 | ||
| Calculated reduced levels using height of collimation method correctly (Award 1 mark for each correct reduced level calculation for 10 points) | 10 | ||
| Computed rise and fall for the surveyed points correctly (Award 5 marks for accurate rise and fall computations) | 5 | ||
| Checked and corrected any closing errors in leveling (Award 4 marks for proper error checking and correction) | 4 | ||
| Sub-Total | 24 | ||
| TASK 3: Site Feature Measurement and Marking | |||
| Measured site offsets to features accurately using tape measure (Award 4 marks for accurate measurements and pegging) | 4 | ||
| Marked all surveyed points clearly with pegs and lime (Award 3 marks for neat and clear marking) | 3 | ||
| Maintained clean and organized work area (Award 2 marks for tidiness and tool care) | 2 | ||
| Handled and maintained all tools and equipment properly after use (Award 3 marks for correct maintenance and storage) | 3 | ||
| Sub-Total | 12 | ||
| PRODUCT CHECKLIST | |||
| Baseline length is exactly 100,000 mm ±20 mm (Award 3 marks for baseline length within tolerance) | 3 | ||
| Offsets measured at four points on each side of baseline with ±10 mm accuracy (Award 1 mark per offset within tolerance x4 = 4 marks) | 4 | ||
| Reduced levels calculated correctly for all 10 surveyed points (Award 1 mark for each correctly calculated reduced level) | 10 | ||
| All surveyed points properly pegged and marked with lime (Award 3 marks for neat and accurate pegging and marking) | 3 | ||
| Field book completed with all measurements and computations accurately recorded (Award 5 marks for complete and legible documentation) | 5 | ||
| Sub-Total | 25 | ||
| GRAND TOTAL | 83 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Levelling Instrument | Marking Pegs |
| Tripod Stand | Field Surveying Notebook |
| Levelling Staff (Graduated Rod) | Writing Materials |
| 20 meter Long Tape Measure | Calculator |
| Marking Pegs | Personal Protective Equipment (Overall, Safety Boots, Helmet) |
| Field Surveying Notebook | |
| Calculator | |
| Writing Materials |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Levelling Instrument | 1 Piece per 2 Candidates |
| 2 | Tripod Stand | 1 Piece per 2 Candidates |
| 3 | Levelling Staff (Graduated Rod) | 1 Piece per Candidate |
| 4 | 20 meter Long Tape Measure | 1 Piece per 3 Candidates |
| 5 | Marking Pegs | 12 Pcs per Candidate |
| 6 | Field Surveying Notebook | 1 Pc per Candidate |
| 7 | Writing Materials (Pen, Pencil, Eraser) | Sufficient per Candidate |
| 8 | Calculator | 1 Pc per Candidate |
| 9 | Personal Protective Equipment (Overall, Safety Boots, Helmet) | 1 Set per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Site Preparation and Equipment Setup | |||
| Wore complete PPE (overall, safety boots, helmet) (Award 3 marks if all PPE worn correctly, else zero) | 3 | ||
| Checked and set up levelling instrument and tripod correctly (Award 3 marks for correct setup and calibration) | 3 | ||
| Marked baseline AB of 100 meters and pegged points A and B (Award 4 marks for accurate baseline marking and pegging) | 4 | ||
| Formed triangles at points A and B for offset measurements (Award 3 marks for correct triangle formation) | 3 | ||
| Measured and chained offsets on both sides at 10m intervals (Award 4 marks for accurate chaining of offsets) | 4 | ||
| Recorded all observations accurately in field notebook (Award 3 marks for neat and complete recording) | 3 | ||
| Maintained clean and safe working area throughout (Award 2 marks for good housekeeping and safety) | 2 | ||
| Sub-Total | 22 | ||
| TASK 2: Survey Computations and Data Reduction | |||
| Reduced levels calculated correctly using height of collimation method (Award 1 mark for each correct reduced level, total 10 marks) | 10 | ||
| Computed rise and fall values accurately (Award 5 marks for correct rise and fall computation) | 5 | ||
| Checked and corrected closing errors (Award 4 marks for proper error checking and correction) | 4 | ||
| Plotted contour points accurately on graph paper (Award 5 marks for neat and accurate plotting) | 5 | ||
| Prepared a neat and complete survey report (Award 4 marks for clarity and completeness of report) | 4 | ||
| Sub-Total | 28 | ||
| PRODUCT CHECKLIST | |||
| Contour map with site dimensions 10000mm x 5000mm as per working drawing (Award 5 marks for correct site dimensions on map) | 5 | ||
| Contours correctly spaced and labeled with elevations (Award 5 marks for accurate contour spacing and labeling) | 5 | ||
| Site features and benchmark clearly indicated (Award 5 marks for clear marking of site features and benchmark) | 5 | ||
| Map is neat, legible and professionally presented (Award 4 marks for neatness and presentation quality) | 4 | ||
| Sub-Total | 19 | ||
| GRAND TOTAL | 69 | ||
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