Civil 3D ACP study materials
Civil 3D ACP study resources

The Unbuildable Daylight: Grading a Narrow Right-of-Way

Civil 3D ACP · Put your knowledge to work in context.

All case studies

The Unbuildable Daylight: Grading a Narrow Right-of-Way

You are finishing a site plan for a 1.8-acre commercial lot that slopes down from the street at 4% toward a wetland buffer on the rear property line. The grading plan uses a feature line along the rear buffer with an elevation target of 312.5 ft and a maximum slope of 3:1. After running the grading, the daylight line spills about 14 ft past the property boundary into the buffer on the east half of the rear edge, while the west half stops 6 ft short of the boundary. The client insists the pad must stay at 314.0 ft and the buffer cannot be disturbed. You have a surface built from the existing survey with a few shots flagged as questionable by the field crew. A colleague suggests simply lowering the target elevation to 311.8 ft to pull the daylight back inside the line.

1. Diagnose why the daylight behaves differently on the east and west halves, and explain what lowering the target elevation would and would not fix.

Read the worked answer

The east/west asymmetry is a symptom of the existing surface, not the grading criteria. The daylight line is where the proposed slope intersects the existing ground; if the east half spills past the boundary while the west half stops short, the existing ground is falling away faster on the east than the west. That is either real terrain or bad survey data. Before touching the target, check the questionable shots in that area: a single low point on the east edge can pull the daylight outward and create a false spill. Correct the surface first, then re-run the grading.

Lowering the target from 312.5 to 311.8 ft does not change the slope ratio or the pad elevation; it only moves the toe of the slope down. On the east half, where the ground already falls away, a lower toe could actually push the daylight farther out, not pull it in. On the west half it may help, but you would be trading a real constraint for a cosmetic one. The correct move is to fix the surface, then adjust the grading criteria (steeper slope, a retaining wall, or a revised pad edge) so the daylight lands inside the boundary on both halves.

2. The client refuses to move the 314.0 ft pad. List the design options you would evaluate, and state which single piece of information you need before recommending one.

Read the worked answer

Options to evaluate:

  1. Steepen the fill slope from 3:1 to 2:1 on the east half only, if the geotechnical report allows it. This pulls the daylight in but raises stability concerns on fill over a wetland buffer.
  2. Introduce a retaining wall along the east rear boundary. This holds the pad at 314.0 ft and stops the daylight at the wall face, but adds cost and a structural design dependency.
  3. Shift the pad edge westward or reshape the building footprint so the east fill has less horizontal run.
  4. Add a small berm or swale at the boundary to intercept the slope before it crosses the line.
  5. Re-grade the west half to match, accepting a uniform but tighter slope.

The single piece of information you need first is the geotechnical report's allowable fill slope and bearing assumptions for the east half. Every option except the wall depends on whether 2:1 fill is acceptable; the wall option depends on whether the buffer allows a structure. Without that, any recommendation is a guess dressed up as a decision.

3. How would you verify, before issuing the plan, that the grading surface actually respects the buffer boundary everywhere and not just at the sampled daylight points?

Read the worked answer

Do not rely on the visible daylight line alone; it is a display of where the slope surface happens to cross the existing ground at the current tessellation. Instead:

  • Build the grading surface, then create a surface boundary along the property/buffer line and compare cut/fill volumes with and without it. A nonzero volume outside the boundary means the surface is spilling.
  • Run a slope analysis and an elevation analysis on the finished grading surface, and inspect the buffer strip for any proposed contours.
  • Use a volume surface between existing and proposed, and check the zero-elevation contour; it should sit inside the boundary on both halves.
  • Spot-check with spot elevations or a quick section cut perpendicular to the rear line at several stations, not just one.

Finally, confirm the surface has no stray points or breaklines crossing the buffer. A single bad vertex can create a triangle that pokes outside the line even when the daylight display looks clean.