Civil Engineering  ·  Level 6
Civil Engineering Works I
Chapter 1: Carry out site preliminary works
📚 5 Topics
⚑ What you will be able to do

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

  • accurately survey a construction site, following all required standards.

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.

1.1 Site Survey

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.

1.1.1 Use of Surveying Equipment

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
  • Total Stations integrate angle and distance measurement, making them versatile for most site surveys. Their digital output facilitates rapid data processing.
  • Theodolites are preferred for high-precision angular measurements, especially in boundary surveys and control networks.
  • GPS Receivers are invaluable in remote or large-scale projects like dam sites or road corridors, providing coordinate data without the need for line-of-sight.
  • Leveling Instruments establish elevation benchmarks critical for drainage design and earthworks planning.
  • Measuring tapes remain essential for quick checks and small-scale measurements where electronic instruments are impractical.

Maintenance of surveying equipment involves regular calibration, cleaning of optical components, battery checks, and safe storage to prevent damage and ensure accuracy.

1.1.2 Topographical Survey

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.

Purpose of Topographical Survey

  • Establishes ground elevations and contour lines necessary for drainage and grading design.
  • Identifies existing structures and features to be preserved or demolished.
  • Provides spatial data for planning access roads and construction zones.
  • Detects potential obstacles such as rock outcrops or wetlands affecting design.
  • Supplies data for environmental impact assessments and regulatory compliance.

Methods Used in Topographical Survey

  • Ground-based total station surveys for detailed, high-accuracy mapping in developed areas.
  • GPS surveys for rapid data collection over large or inaccessible terrain.
  • Photogrammetry using drones to produce digital elevation models and orthophotos.
  • Leveling for precise elevation measurements at critical points.
  • Manual sketching supported by measurements for small or preliminary surveys.

Data Processing and Presentation

  • Raw survey data is processed using CAD and GIS software to produce contour maps, profiles, and 3D terrain models.
  • Contour intervals are selected based on project scale, typically 0.5m to 2m for civil works.
  • Surveyors annotate maps with features such as trees, fences, and utilities for design reference.
  • Digital models enable volume calculations for cut and fill estimations.
  • Final survey reports include accuracy statements and metadata for quality assurance.

1.1.3 Geotechnical Investigation

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.

Objectives of Geotechnical Investigation

  • Determine soil bearing capacity to guide foundation type selection.
  • Identify soil stratification and groundwater conditions affecting stability.
  • Assess soil properties such as cohesion, density, and permeability.
  • Detect potential geohazards like fault lines, sinkholes, or high water tables.
  • Provide data for earthworks design, including excavation and compaction requirements.

Methods of Geotechnical Investigation

  • Borehole drilling to extract soil samples at various depths for laboratory testing.
  • Standard Penetration Test (SPT) to estimate soil density and strength in situ.
  • Cone Penetration Test (CPT) for continuous profiling of soil resistance.
  • Laboratory tests including Atterberg limits, grain size analysis, and triaxial shear tests.
  • Geophysical methods like seismic refraction to map subsurface layers without excavation.

Interpretation and Reporting

  • Engineers analyze test results to classify soils according to Kenyan and international standards.
  • Recommendations include foundation types (e.g., shallow footings, piles), bearing capacities, and necessary ground improvement.
  • Reports highlight risks such as expansive soils or seasonal water table fluctuations.
  • Data informs cost estimates and construction scheduling.
  • Geotechnical reports are essential for obtaining regulatory approvals and ensuring structural safety.

Practice Questions

  1. Describe the key features and uses of three major types of surveying equipment used in site surveys. (10 marks)
  2. Explain the purpose of a topographical survey and list five features typically identified during this survey. (10 marks)
  3. Outline the steps involved in conducting a geotechnical investigation for a proposed building site. (12 marks)
  4. Discuss the importance of geotechnical investigation in the design and construction of civil engineering structures in Kenya. (8 marks)
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🔒1.2 Site boundary

In civil engineering projects in Kenya, establishing a precise and legally recognized site boundary is fundamental before any construction activities commence. The site boundary defines the physical limits of the project area and ensures that all works remain…

🔒1.3 Site clearance

Site clearance is a critical phase in civil engineering projects in Kenya, determining the readiness of the land for construction activities. Proper site clearance ensures that the area is free from obstacles, vegetation, and debris that could interfere with e…

🔒1.4 Site preliminary report

In civil engineering projects, the site preliminary report consolidates all critical findings and assessments necessary before construction begins. This report informs decision-making, ensuring that the site conditions align with design requirements and regula…

🔒1.5 Site utilities

In Kenyan civil engineering projects, efficient provision and management of site utilities are crucial for smooth operations, worker welfare, and compliance with safety and environmental standards. Site utilities include essential facilities such as temporary…

Chapter Summary

This 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.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Which surveying equipment is commonly used for measuring horizontal and vertical angles on a civil engineering site? (2 marks)
  2. Explain the primary purpose of a topographical survey in site preliminary works. (3 marks)
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Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Explain the importance of conducting a topographical survey before commencing civil engineering site works in Nairobi County. (4 marks)
  2. Describe the proper use of a theodolite during site preliminary works. (4 marks)
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Chapter Practical Activities

Practical 1: Conduct a site survey using levelling instrument and tape measure

Civil Engineering · Level 6
Civil Engineering Works I
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Conduct a site survey by establishing baseline and measuring reduced levels over 100m with offsets and record all measurements accurately in the field book.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Levelling InstrumentMarking Pegs
Tripod StandLime Powder
Levelling Staff (Graduated Rod)
20 meter Long Tape Measure
Marking Pegs
Calculator
Writing Materials
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Levelling Instrument1 Piece shared
2Tripod Stand1 Piece shared
3Levelling Staff (Graduated Rod)1 Piece shared
420 meter Long Tape Measure1 Piece shared
5Marking Pegs12 Pieces per Candidate
6Field Surveying Notebook1 per Candidate
7Writing Materials (Pen, Pencil, Eraser)Sufficient per Candidate
8Calculator1 per Candidate
9Lime Powder (for marking)Sufficient per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
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-Total22
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-Total24
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-Total12
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-Total25
GRAND TOTAL83
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Perform topographical survey and map site contours

Civil Engineering · Level 6
Civil Engineering Works I
PRACTICAL ASSESSMENT
TIME: 5 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Perform a topographical survey and produce a contour map of the 10000mm x 5000mm site area.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Levelling InstrumentMarking Pegs
Tripod StandField Surveying Notebook
Levelling Staff (Graduated Rod)Writing Materials
20 meter Long Tape MeasureCalculator
Marking PegsPersonal Protective Equipment (Overall, Safety Boots, Helmet)
Field Surveying Notebook
Calculator
Writing Materials
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Levelling Instrument1 Piece per 2 Candidates
2Tripod Stand1 Piece per 2 Candidates
3Levelling Staff (Graduated Rod)1 Piece per Candidate
420 meter Long Tape Measure1 Piece per 3 Candidates
5Marking Pegs12 Pcs per Candidate
6Field Surveying Notebook1 Pc per Candidate
7Writing Materials (Pen, Pencil, Eraser)Sufficient per Candidate
8Calculator1 Pc per Candidate
9Personal Protective Equipment (Overall, Safety Boots, Helmet)1 Set per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
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-Total22
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-Total28
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-Total19
GRAND TOTAL69
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Carry out geotechnical investigation for foundation soil assessmentPractical 3
🔒Identify and mark site boundaries using pegs and fencingPractical 4
🔒Clear site of vegetation and debris for construction preparationPractical 5
🔒Manage Soil and Topsoil During Site ClearancePractical 6
🔒Layout Site According to Construction StandardsPractical 7
🔒Set out a rectangular foundation layout 5000mm x 3000mm on sitePractical 8
🔒Prepare a comprehensive site preliminary report for a proposed building projectPractical 9
🔒Assessment and Documentation of Existing Site Utilities and InfrastructurePractical 10
🔒Install Temporary Site Facilities Including Washrooms, Water Supply, Storage, and Site OfficePractical 11
🔒Erect perimeter fencing along site boundaries for securityPractical 12
🔒Apply standard procedures during site preliminary works for foundation layoutPractical 13
🔒Remove obstacles and prepare site surface for constructionPractical 14
🔒Mark reference points for construction control on sitePractical 15
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Am I competent?

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

  • accurately survey a construction site, following all required standards.

Tick each one you can genuinely do.

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