By the end of this chapter, you will be able to:
These skills are essential because they help you build strong, safe, and functional outdoor spaces that meet quality standards in the construction trade.
Construction external works constitute an essential aspect of architectural projects in Kenya, ensuring the functionality, safety, and sustainability of buildings within their site context. These works include the design and implementation of drainage systems, grading, and waste management infrastructure that protect structures from water damage, manage stormwater, and facilitate sanitation. Mastery of construction external work principles enables architects to collaborate effectively with civil engineers and contractors, ensuring that buildings perform optimally in diverse Kenyan environments, from urban Nairobi to rural counties.
Drainage systems are critical for managing surface and subsurface water around buildings to prevent erosion, flooding, and structural damage. In Kenya's varied climate, effective drainage design protects foundations and landscapes, especially during the rainy seasons. Different types of drainage components work together to control water flow, requiring architects to understand their functions and integration within site planning.
Surface drains are designed to collect and convey rainwater and surface runoff away from buildings and paved areas. They prevent water accumulation that can cause soil erosion, slippery surfaces, and damage to landscaping. Architects must consider the location, size, and gradient of surface drains during site design to ensure efficient water removal.
Constructing surface drains involves excavation along the designed path, shaping the channel, installing linings or gratings, and connecting to the broader stormwater system. In schools or hospitals, minimizing disruption during construction is critical to maintain operations. Proper compaction of the trench and ensuring correct slope are essential to prevent future failures.
Subsurface drains control groundwater and prevent water from saturating soil around foundations, which can cause structural instability. These drains are vital in areas with high water tables or poor soil drainage, such as parts of Kisumu or coastal regions.
Installation requires careful excavation, laying of geotextile fabrics to prevent soil infiltration, placement of gravel and pipes at correct gradients, and connection to discharge points. Maintenance involves regular inspection of outlets and removal of blockages to ensure continuous flow, a practice important in facilities like county government offices where operational continuity is vital.
Culverts are structures that allow water to flow under roads, pathways, or embankments, preventing erosion and maintaining access during heavy rains. In Kenya, culverts are essential in both urban and rural infrastructure projects to manage seasonal floods.
Construction involves excavation, placement of the culvert structure, backfilling with suitable material, and compaction. During construction near hospitals or schools, traffic management plans are essential to reduce disruption. Regular inspection after heavy rains prevents blockages that could compromise access roads.
Grading and sloping shape the land surface to direct water flow away from buildings, preventing ponding and erosion. This is a preventive measure critical in Kenya's high rainfall zones, such as the western highlands.
French drains are subsurface drainage systems that collect and redirect water away from problem areas. They are particularly useful in Kenyan sites with high rainfall or poor natural drainage.
French drains are used to protect building foundations, manage wet landscaping areas, and prevent basement flooding in urban residences or commercial buildings. For example, a SACCO office in Kisumu with a basement parking can use French drains to avoid water ingress during rainy seasons.
Inspection chambers provide access points to underground drainage systems for maintenance and monitoring. They are essential components of sewer and stormwater networks in urban developments.
Chambers are constructed by excavating to pipe level, assembling the chamber, connecting pipes, and backfilling. Regular inspection, especially in county government office complexes, ensures system functionality and prevents overflow or backups.
A biodigester is an eco-friendly sanitation system that processes human waste into biogas and nutrient-rich slurry. It is gaining popularity in Kenya’s rural and peri-urban areas to improve sanitation and generate renewable energy.
Biodigesters provide sustainable sanitation solutions for schools, health clinics, and lodges without connection to sewerage. For instance, a rural health center in Meru can use a biodigester to manage waste and supply clean energy for kitchens.
Septic tanks are underground wastewater treatment structures used where municipal sewage systems are unavailable. They are common in Kenyan residential developments and institutions in peri-urban areas.
Proper siting considers soil permeability and distance from water sources. Regular desludging, typically every 3-5 years, is essential to prevent overflow. Schools and small hotels in rural Kenya rely heavily on septic tanks for sanitation.
A cesspool is a simple underground pit that collects sewage but provides limited treatment. It is considered a less preferred option due to environmental concerns but still exists in some Kenyan rural settlements.
Cesspools are sometimes used where septic tanks are unaffordable or impractical. However, institutions like county hospitals avoid cesspools due to health risks, opting for septic or biodigester systems instead. Alternatives include composting toilets or packaged treatment plants.
Frequent emptying and proper waste disposal are necessary to mitigate pollution. Monitoring groundwater quality near cesspools is critical, especially in areas with shallow water tables such as coastal counties.
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Create a free accountThis chapter explored the principles of construction external works, beginning with drainage systems where surface drains, subsurface drains, culverts, grading, and sloping techniques were discussed to manage water flow effectively. Specialized drainage methods such as French drains, inspection chambers, biodigesters, septic tanks, and cesspools were examined for their roles in waste and water management. The focus then shifted to vehicular parking construction, covering the design and layout of parking spaces, various types of parking, and the importance of driveways, entrances, signage, markings, lighting, kerbs, wheel stops, pedestrian walkways, and bicycle parking facilities. Finally, the chapter addressed fence construction by detailing different types of fences including picket, ha-ha, and lattice fences, alongside the essential fence components such as fencing panels, support posts, base plates, bracings, and gates with access points. Each section highlighted the functional and structural considerations necessary for effective implementation in construction projects. The integration of these external works contributes significantly to the safety, usability, and aesthetic value of built environments.
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Builder's tape measure | Plastic drainage pipes (100mm diameter) |
| Spirit level 600mm | Gravel (20mm size) |
| Shovel | Sand (fine) |
| Pickaxe | Geotextile fabric |
| Wheelbarrow | Concrete mix (1:2:4) |
| Pegs | Cartridge A3 paper |
| Builder's string | |
| HB pencil | |
| Eraser |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Builder's tape measure | 1 Pc per Candidate |
| 2 | Spirit level 600mm | 1 Pc per Candidate |
| 3 | Shovel | 1 Pc per Candidate |
| 4 | Pickaxe | 1 Pc per Candidate |
| 5 | Wheelbarrow | 1 Pc per 2 Candidates |
| 6 | Pegs | 10 Pcs per Candidate |
| 7 | Builder's string | 2 Rolls per Candidate |
| 8 | Plastic drainage pipes (100mm diameter) | 6 meters per Candidate |
| 9 | Gravel (20mm size) | 0.1 cubic meters per Candidate |
| 10 | Sand (fine) | 0.05 cubic meters per Candidate |
| 11 | Geotextile fabric | 3 square meters per Candidate |
| 12 | Concrete mix (1:2:4) | 0.03 cubic meters per Candidate |
| 13 | Safety boots | 1 Pair per Candidate |
| 14 | Safety gloves | 1 Pair per Candidate |
| 15 | Overall | 1 Pc per Candidate |
| 16 | Cartridge A3 paper | 2 Sheets per Candidate |
| 17 | HB pencil | 2 Pcs per Candidate |
| 18 | Eraser | 1 Pc per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Preparation and Setting Out | |||
| Wore correct PPE: safety boots, gloves, overall (Award 1 mark each or zero x 4 = 4 Marks) | 4 | ||
| Measured and marked out surface drainage channel dimensions accurately on site (Award 3 marks for accurate measurement and marking) | 3 | ||
| Measured and marked out subsurface drainage trench dimensions accurately on site (Award 3 marks for accurate measurement and marking) | 3 | ||
| Measured and marked out French drain dimensions accurately on site (Award 3 marks for accurate measurement and marking) | 3 | ||
| Set pegs and builder's string correctly to define drainage channels (Award 3 marks for correct pegging and stringing) | 3 | ||
| Checked levels and gradients ensuring proper drainage slope (minimum 1:100) (Award 4 marks for correct level checking and slope setting) | 4 | ||
| Sub-Total | 20 | ||
| TASK 2: Excavation and Construction | |||
| Excavated surface drainage channel to correct dimensions and depth (Award 4 marks for excavation accuracy) | 4 | ||
| Excavated subsurface drainage trench to correct dimensions and depth (Award 4 marks for excavation accuracy) | 4 | ||
| Installed plastic drainage pipes correctly in subsurface trench (Award 4 marks for correct pipe laying and connection) | 4 | ||
| Constructed French drain with geotextile fabric lining, gravel filling and pipe installation (Award 5 marks for proper French drain construction) | 5 | ||
| Backfilled trenches properly with sand and gravel ensuring compaction (Award 3 marks for correct backfilling and compaction) | 3 | ||
| Constructed concrete surround for surface drainage channel as per specification (Award 4 marks for concrete finishing and dimensions) | 4 | ||
| Sub-Total | 24 | ||
| PRODUCT CHECKLIST | |||
| Surface drainage channel dimensions: 6000mm length, 300mm width, 150mm depth (Award 4 marks for correct dimensions) | 4 | ||
| Subsurface drainage trench dimensions: 4000mm length, 300mm width, 600mm depth (Award 4 marks for correct dimensions) | 4 | ||
| French drain dimensions: 3000mm length, 400mm width, 600mm depth (Award 4 marks for correct dimensions) | 4 | ||
| Drainage slope maintained at minimum 1:100 for all drains (Award 4 marks for correct slope) | 4 | ||
| Drainage pipes correctly installed and functional (Award 4 marks for pipe installation and function) | 4 | ||
| Backfilling and finishing neat and uniform with no blockages (Award 4 marks for neatness and finish) | 4 | ||
| Sub-Total | 24 | ||
| GRAND TOTAL | 68 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Shovel | Precast concrete inspection chamber 900mm diameter |
| Tape measure | Concrete mix (1:3:6) |
| Spirit level | Hardcore |
| Mason's trowel | Murram |
| Hammer | Binding wire |
| String line | Water |
| Marking paint |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Inspection chamber precast concrete unit 900mm diameter | 1 Pc per Candidate |
| 2 | Concrete mix (1:3:6) for bedding and surround | 0.05 m3 per Candidate |
| 3 | Hardcore filling material | 0.10 m3 per Candidate |
| 4 | Murram for backfilling | 0.15 m3 per Candidate |
| 5 | Water for mixing concrete | 5 Liters per Candidate |
| 6 | Timber formwork planks | 2.5 m2 per Candidate |
| 7 | Binding wire 16 gauge | 3 m per Candidate |
| 8 | Saw dust or sand for damp proofing | 0.02 m3 per Candidate |
| 9 | Lime for site marking | 0.5 kg per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Site Preparation and Excavation | |||
| Wore correct PPE: overall, safety boots, gloves (Award 1 mark each or zero) | 4 | ||
| Measured and marked excavation dimensions 1200mm deep and 1200mm diameter (Award 2 marks for correct depth and 2 marks for diameter) | 4 | ||
| Excavated to correct depth with vertical sides and level base (Award 2 marks for depth, 2 marks for level base) | 4 | ||
| Removed topsoil and placed spoil appropriately (Award 2 marks or zero) | 2 | ||
| Compacted hardcore base to required thickness (100mm) (Award 3 marks or zero) | 3 | ||
| Set out and fixed timber formwork for chamber base concrete (Award 3 marks or zero) | 3 | ||
| Sub-Total | 20 | ||
| TASK 2: Chamber Installation and Backfilling | |||
| Mixed and laid concrete bedding 100mm thick on hardcore (Award 3 marks or zero) | 3 | ||
| Placed inspection chamber vertically plumb and aligned (Award 4 marks or zero) | 4 | ||
| Backfilled around chamber with murram in layers, compacted properly (Award 4 marks or zero) | 4 | ||
| Finished chamber rim flush with ground level and clean (Award 3 marks or zero) | 3 | ||
| Cleared site and disposed of waste materials correctly (Award 2 marks or zero) | 2 | ||
| Sub-Total | 16 | ||
| PRODUCT CHECKLIST | |||
| Inspection chamber installed at 900mm diameter and 1200mm depth ±20mm (Award 4 marks or zero) | 4 | ||
| Chamber is vertical (plumb) within 5 degrees tolerance (Award 3 marks or zero) | 3 | ||
| Concrete bedding is level and 100mm thick ±10mm (Award 3 marks or zero) | 3 | ||
| Backfilling is compacted in layers not exceeding 150mm thickness (Award 3 marks or zero) | 3 | ||
| Site cleaned and free of debris with chamber rim flush to ground (Award 3 marks or zero) | 3 | ||
| Sub-Total | 16 | ||
| GRAND TOTAL | 52 | ||
At the start of this chapter we promised you would be able to:
Tick each one you can genuinely do.
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