Court Design & Site Preparation Questions

Poor drainage causes water to pool under the court surface, which weakens the base and leads to cracking, heaving, and surface failure over time. A court built on a badly drained site can deteriorate within a few seasons. Getting drainage right before construction is the single most important factor in how long the court lasts.

Skipping or rushing the drainage design is the most common and costly mistake. Builders who focus on getting the surface down quickly often leave inadequate drainage underneath, and the court starts cracking or holding water within a couple of years. Fixing drainage after the surface is installed costs far more than doing it correctly upfront.

The combination of a correctly graded surface slope and a properly designed subsurface drainage system prevents water from accumulating. The court sheds rainfall to perimeter drains or swales, and the compacted base does not retain moisture the way raw soil does. Getting both elements right during construction is what keeps the court dry long term.

Book the on-site evaluation anyway. Existing drainage problems are assessed as part of the evaluation, and the court design can incorporate solutions, regrading, French drains, or perimeter channels, into the same project. Trying to fix drainage separately before the court design is finalised often means redoing work once the court layout is set.

On larger lots in the Orlando area, the most common issues are scattered mature trees with extensive root systems, low spots that collect water after summer storms, and sandy soil that needs a stabilised sub-base. Utility lines crossing the preferred court location are also a frequent complication. All of these are identified during the on-site evaluation before design work begins.

It can. Excavation sometimes reveals buried debris, root systems, or soil conditions that were not visible during the initial evaluation. When that happens, the scope and cost are reviewed before work continues. The upfront on-site evaluation and itemised written estimate reduce surprises, but subsurface conditions can only be fully confirmed once the ground is opened.

No, but it does need to be graded to a precise, consistent slope, usually around 1 percent, so water runs off evenly. Completely flat ground actually causes pooling. The goal of grading is controlled, uniform drainage, not a perfectly level surface.

Yes, but roots within the court footprint must be removed before base work begins, because roots that remain will continue to grow and eventually lift or crack the surface. Trees close to the boundary are assessed during the on-site evaluation to determine whether root barriers or additional clearance are needed.

The on-site evaluation measures existing grades and identifies how much earthwork is needed to reach the target slope. Most residential lots can be shaped to work, though sites with extreme elevation changes or very limited space may require retaining walls or a modified layout. The written estimate will spell out exactly what is needed.

Soft or unstable soil needs to be addressed before the base goes down. Depending on the cause, that may mean excavating to a stable layer, adding compacted fill, or installing a geotextile fabric to improve load distribution. Building directly on weak soil leads to settling and surface cracking, so the issue is diagnosed during the site evaluation.

Slope severity, proximity to trees, existing utility lines, setback requirements, and soil type all influence where and how a court can be positioned. Low-lying areas near water features or retention ponds add drainage complexity. The on-site evaluation maps these factors so the layout plan works with the property rather than against it.

Yes, though significant grade changes require more earthwork and may need retaining walls on one or more sides of the court. Ridge terrain is graded down to a consistent plane, with cut material used as fill on the lower side where possible. The on-site evaluation determines how much work is involved and whether the lot geometry supports the court size you want.

Yes. Properties near lakes or retention areas in Central Florida often sit at elevations where the water table is close to the surface, especially after heavy rain. These sites typically require deeper perimeter drainage, sometimes combined with a raised court pad, to keep the base dry year-round. The on-site evaluation measures the elevation and drainage path before any design is finalised.

No surface material compensates for a poorly prepared base. Even surfaces marketed as flexible will crack, bubble, or separate when the ground beneath them moves or holds water. Skipping site prep saves money upfront but typically results in resurfacing or full reconstruction within a few years, which costs significantly more than doing the prep correctly the first time.

Court grading requires hitting a specific slope tolerance, usually within a fraction of a percent, across the entire footprint. General grading contractors work to looser tolerances suited to landscaping, not sports surfaces. A court builder designs the drainage and grade together as one system, so the finished surface performs correctly rather than just looking level.

Site prep starts with clearing vegetation, debris, and any obstructions from the footprint. The ground is then graded to the correct slope, typically 1 percent in one direction to shed water. Drainage systems are installed before the compacted base goes down, and the area is checked for stability before surfacing begins.

Yes, always. Grading and drainage are completed before any base material is laid. The surface is only as stable as what sits beneath it, so the sequence, clear, grade, drain, compact base, then surface, cannot be shortened without compromising the finished court.

Yes. Every project starts with an on-site evaluation that includes assessing slope and elevation across the proposed footprint. That data drives the grading plan and determines how much cut or fill is needed to achieve the correct drainage slope before any construction begins.

Clearing covers removal of grass, weeds, shrubs, roots, and surface debris within the court footprint and a working margin around it. Spoil material from excavation and grading is hauled away so the site is clean before base work begins. The scope is confirmed during the on-site evaluation and itemised in the written estimate.

Saturated ground should dry to a workable state before grading and compaction begin, because compacting wet soil produces an unstable base. The on-site evaluation will flag whether the current ground condition is ready or whether a short delay makes sense. In most cases, a few dry days are enough to proceed.

At minimum, the full court footprint plus a working buffer, typically a few feet on each side, needs to be cleared to allow grading equipment to operate and to ensure drainage structures can be positioned correctly. The exact clearing area is confirmed during the on-site evaluation and included in the written estimate.

Yes, when the site requires it. Excavation removes material to reach a stable base depth or to achieve the correct finished elevation. The prep plan covers all three elements, excavation, grading, and drainage, as a coordinated sequence, and the itemised written estimate breaks out each component so you can see exactly what is planned.

Sandy soil drains quickly but compacts poorly on its own, so it typically needs a stabilised base layer, often a compacted limerock or crushed concrete sub-base, to support the court surface without shifting. The grading plan accounts for the soil’s low cohesion, and compaction is tested before surfacing begins to confirm the base meets the required density.

The site is evaluated, cleared of topsoil and root matter, excavated to load-bearing soil, graded to the correct slope, fitted with perimeter drains and catch basins, and compacted with a crushed stone base. Each step has to be completed in sequence before the next one starts.

Central Florida gets heavy summer rain. A court area without planned drainage will collect standing water, which works into the base and causes cracking and surface damage over time. Drainage has to be designed into the subgrade, not added after the base is compacted.

No. A dead-flat surface traps water. The subgrade is graded to a controlled slope, precise enough to move runoff away from the court, shallow enough that it does not affect play or ball roll on the finished surface.

Roots and organic material are removed during clearing and excavation. Soft or clay-heavy spots require deeper excavation and replacement with compacted crushed stone. These conditions change the scope, which is why the on-site evaluation happens before the estimate is written.

Rushing past drainage and compaction to get to the visible work faster. If the subgrade is not properly cleared, graded, and compacted in lifts, the court will develop uneven spots and water problems within a few years, and fixing them means pulling up the finished surface.

The base settles unevenly, water collects under the surface, and cracking follows. Repairing a court built on a weak subgrade often costs more than doing the prep correctly the first time, because the surface has to come up before the ground can be reworked.

When excavation reveals unexpected drainage issues, such as a high water table or buried organic material, the scope of drainage work is adjusted before the base is laid. Any changes are documented and discussed before additional work proceeds, so there are no surprises at the end of the job.