Site work & landscaping

Segmental Retaining Wall Planning: Units, Base, Drainage, Backfill, and Caps

Organize an approved retaining-wall layout into material quantities while keeping stability, soil, drainage, and permitting decisions with qualified design.

Direct answer

A retaining-wall takeoff divides the approved wall into courses and units, then separately measures buried course, base, drainage aggregate, pipe, reinforced backfill, geosynthetic layers, caps, corners, curves, and excavation.

What this calculation tells you

A system takeoff supports supplier quotations, delivery stages, excavation planning, and comparison of approved alternatives. It should preserve each wall segment, elevation, and selected product rather than reduce the project to face area.

Global, sliding, overturning, bearing, internal, seismic, surcharge, water, and connection performance require site and product-specific design.

Where it is used

Landscape construction

Plan units, caps, base, drainage, excavation, and backfill for approved low and engineered walls.

Civil construction

Coordinate reinforced-soil components and staged material delivery from design drawings.

Estimating

Separate visible units from buried, drainage, reinforcement, and earthwork scope.

Maintenance and repair

Quantify defined replacement zones after the failure cause and repair design are established.

Common situations

  • The wall steps with sloping ground.
  • Inside and outside curves change unit spacing.
  • A fence or driveway adds surcharge near the wall.
  • Groundwater or runoff reaches the retained soil.

Segment the wall by geometry

Record plan length at an explicit reference, base and top elevations, course heights, setbacks, curves, corners, steps, and product type. A centreline, front-face, and back-face length differ on curves.

Use whole course and unit rules for the selected system.

Measure the buried system

Base preparation, buried course, leveling pad, drain, drainage aggregate, filter or separation layer, reinforced fill, geosynthetic layers, and excavation can exceed the visible material effort.

Keep native backfill and imported specified material distinct.

Respect product-specific layout

Unit dimensions, batter, connection, minimum radius, corner units, cap lengths, and cutting rules vary. Current supplier information should drive package and accessory quantities.

Do not infer geosynthetic length or spacing from wall height alone.

Quantity follows stability design

Soil properties, water, slope, surcharge, seismicity, foundations, utilities, global stability, permits, and construction sequence require qualified assessment.

  • Provide drainage an outlet.
  • Keep wall segments traceable.
  • Verify field conditions before ordering all stages.

Choose the right tool

Practical questions

Frequently asked questions

Why count a buried course?

Many systems require units below finished grade as part of the approved base and embedment detail.

Can wall height determine geogrid length?

No. Reinforcement depends on the engineered system, soils, geometry, surcharge, water, connection, and stability checks.

Is drainage stone the same as structural backfill?

Not necessarily. The design may specify different gradations, zones, compaction, separation, and drainage functions.

Further reading

Authoritative sources

Use these primary and professional resources to check definitions, conventions, or requirements that may extend beyond this guide.