Court Design & Site Preparation Questions

Yes, in most cases. A hard court surface is impermeable, so water that previously soaked into your lawn now has to go somewhere. Without planned drainage, it pools on the surface or undercuts the base. The on-site evaluation checks existing drainage patterns before any prep work is scoped.

Poor prep leads to surface cracking, low spots that collect water, and uneven playing areas that develop within a few seasons. Base material that was not properly compacted shifts under load, which separates the surface layer from the sub-base. Fixing those problems later costs significantly more than doing the prep correctly the first time.

Visual level and proper drainage slope are different things. A surface that appears flat can still hold water if it crowns slightly in the center or drains toward the court rather than away from it. The on-site evaluation uses grade measurements, not visual inspection, to catch exactly this problem.

Yes, all three. Inadequate compaction causes settling that cracks the surface layer. Insufficient drainage slope creates puddles that freeze, expand, and widen cracks over time. An uneven sub-base telegraphs through the finished surface, creating dead spots and trip hazards that worsen each season.

Hidden conditions are the main driver: buried concrete, unexpected rock, saturated soil, or drainage infrastructure that has to be rerouted. Most jobs come in at $5,000-$15,000, but opening the ground can reveal conditions the surface evaluation could not detect, which adds excavation or remediation work.

An on-site evaluation measures your available space and checks drainage before anything else. A standard half-court basketball setup needs roughly 30 by 25 feet; a full pickleball court needs 44 by 20 feet minimum, plus buffer. Most yards that feel too small still have workable options once the site is assessed properly.

Yes, but the slope has to be cut and filled to bring the court area within acceptable tolerances before surfacing begins. Mild slopes are straightforward; steeper grades require more grading and retaining work. The site evaluation determines exactly how much rework the terrain needs.

Yes. The itemised written estimate covers base preparation, surfacing, fencing, lighting, and line marking as separate line items, so grading and drainage are scoped explicitly rather than bundled into a vague total. You see exactly what each phase covers before signing off.

A slope that feels fine for a lawn can still be too steep or inconsistent for a court surface. Courts need a controlled, uniform grade of around 1 percent. The on-site evaluation takes actual measurements to confirm whether your existing slope is within tolerance or needs correction.

Yes, with the right cut-and-fill approach and retaining where needed. The key is directing the water that previously flowed through the graded area to a new path that avoids the court base. Hilly sites require more detailed drainage planning, which is addressed during the on-site evaluation.

No. Leveling is one part of it, but site prep also covers clearing vegetation, removing topsoil, compacting a stable sub-base, and routing drainage away from the court footprint. Skipping any of those steps leaves the surface vulnerable to settling, cracking, and standing water.

DIY grading rarely achieves the 1-percent tolerance a court surface requires, and an over-graded or under-graded base voids the surfacing work. Court grading also involves compaction equipment and sub-base layering that goes beyond typical landscaping. Getting it wrong means tearing out the surface to redo the base.

A handyman can clear brush and do rough grading, but court prep requires precise elevation control, engineered compaction, and drainage routing that general labor is not set up to deliver. A full prep plan ties those steps together so the surface layer has a base that will not shift.

The court area needs to slope no more than 1 percent in any direction to shed water without affecting play. How much earthwork that requires depends entirely on your existing grade. The on-site evaluation measures current elevations and determines the cut-and-fill volume before a written estimate is produced.

Typically only the court footprint plus a few feet of buffer for drainage and fencing posts. The on-site evaluation maps the exact area so you know upfront what gets disturbed. Yards with significant slope or drainage problems may require a slightly wider work zone to route water away effectively.

Site prep covers vegetation removal, topsoil stripping, sub-grade shaping to the correct slope, compacted aggregate base installation, and drainage routing. Each step has to be complete and inspected before the surface layer goes down. The written estimate lists these phases separately so nothing is assumed.

The on-site evaluation maps available space, existing grades, drainage flow, and access points. From that, the layout is oriented to make the most of usable area while keeping drainage running away from the court. The written estimate then confirms dimensions, orientation, and buffer zones before work begins.

Equipment access routes are planned during the site evaluation to limit disruption to the rest of the yard. Typically, one entry path is used for machinery and materials. The final walkthrough before sign-off confirms the surrounding area is left in acceptable condition.

Expansive clay shrinks and swells with moisture, which cracks rigid surfaces. The standard approach is to remove the clay layer to a sufficient depth, replace it with a stable compacted aggregate base, and route drainage so moisture changes under the court stay minimal. The on-site evaluation identifies clay presence before the estimate is written.

Shallow limestone is common across the Austin area. Where bedrock sits close to the surface, the prep plan adjusts base depth and drainage design to work with the rock rather than excavating through it. Thin soils over rock can actually provide a stable platform once the surface is properly leveled and drained.

The base is compacted to resist shrinkage during dry periods, and drainage is routed to move heavy rainfall away quickly without saturating the sub-base. In Central Texas, where long dry stretches and intense storms are both common, getting that balance right during the design phase prevents most long-term surface problems.

Yes, but the slope has to be corrected first. Cut-and-fill grading or fill-only work brings the subgrade to a consistent level. A laser level confirms the finished grade meets the required slope tolerance before any base material is placed.

Poor prep leads to uneven play surfaces, standing water, cracking, and base movement. Correcting a failed base after the surface is down means tearing out finished work, a cost that is almost always higher than doing the prep correctly the first time.

Expansive clay shifts with seasonal moisture, which can heave or crack a base that was not prepared for it. The excavation depth, fill type, and compaction method are all adjusted based on the soil conditions found during the on-site evaluation.

Yes. The on-site evaluation specifically checks drainage alongside the space assessment, and the written estimate covers base preparation as a line item. Drainage routing and sub-base compaction are both addressed before surfacing begins, so the court stays stable through wet and dry cycles.

Careful clearing is part of the site evaluation process. The crew identifies trees, irrigation lines, fences, and structures near the work zone before any equipment moves. Buffer zones are marked and equipment access routes are planned to keep disturbance outside the court footprint.