Commercial HOA & School Courts Questions

Yes, when the rebuild includes proper sub-base grading and drainage. Standing water and surface cracking are almost always drainage failures, not just surface failures. A new court built with correct slope and a prepared base eliminates the root cause rather than covering it. Learn more about site preparation.

Most commercial HOA and school court projects come in at $30,000-$75,000, depending on court size, base condition, surface type, and whether fencing or lighting is included. An itemised written estimate is produced after the on-site evaluation so the board has exact figures before committing.

Resurfacing costs less because the existing base is kept. Rebuilding adds excavation, base material, and compaction to the scope. Drainage corrections, fencing replacement, and lighting all add to either option. The on-site evaluation identifies which scope is actually needed so the estimate reflects real conditions, not assumptions.

Yes. Every project starts with an on-site evaluation of the space and drainage, and the itemised written estimate follows from that visit. There is no accurate way to price base preparation, drainage work, or surfacing from photos alone, so the site visit is the starting point for any firm number.

The on-site evaluation looks at how residents or students actually use the space, not just what the existing lines say. If a tennis court sits mostly empty but pickleball demand is high, the layout can be reconfigured. Usage patterns, available square footage, and sight lines all factor into the layout recommendation.

Tennis, basketball, pickleball, and multi-sport courts are all options for HOA and school sites. Multi-sport layouts combine two or more sports on one surface, which suits properties with limited space but varied demand. Court type, size, and surface material are matched to the expected user group and daily traffic volume.

Acrylic-coated asphalt and post-tensioned concrete are the standard choices for high-traffic community and school courts because both handle repeated use without rapid surface degradation. The right pick depends on your sub-base conditions and budget. Surface selection is part of the written estimate produced after the on-site evaluation.

A standard tennis court needs roughly 7,200 sq ft including run-off space; a pickleball court needs about 1,800 sq ft. The on-site evaluation measures the available footprint and checks setbacks, slopes, and obstructions. If the space is tight, a multi-sport or scaled layout may fit where a full-size court cannot.

Yes. Court type, surface, and layout are chosen based on the actual user group and expected traffic, not a one-size template. A school with PE classes has different needs than a retirement HOA. The evaluation conversation covers usage patterns before any design is proposed. See multi-sport options.

Yes. HOA facilities and multi-unit residential properties are a core part of the work, alongside school and commercial sites. Courts for those settings are sized and surfaced for shared, high-frequency use rather than single-household traffic. The evaluation accounts for the number of expected users and the hours of daily activity.

Resurfacing works when the base is structurally sound, no heaving, no widespread cracking, and drainage still functions. If the sub-base has shifted or water is pooling under the surface, resurfacing only delays the same problems. An on-site evaluation checks the base condition first so you get a clear recommendation before any money is committed.

Patching works on isolated cracks or small surface failures, but when cracking covers a large portion of the court or follows a pattern, it usually signals base movement. Patching that pattern buys months, not years. A site visit maps the damage extent and tells you whether targeted repairs or a full resurface makes more sense.

A general repair person typically patches visible damage without assessing the base or drainage underneath. Sports court construction requires graded sub-bases, sport-specific slope tolerances, and surface coatings rated for court use. Work done without those steps usually fails within one to two seasons, costing more to redo than a proper build would have.

Every project starts with an on-site evaluation and drainage assessment, followed by an itemised written estimate. The scope covers base preparation, surfacing, line marking, and fencing or lighting where needed. The job closes with a final walkthrough before sign-off to confirm everything matches the agreed scope.

Yes. The itemised estimate covers base preparation, surfacing, line striping, and drainage corrections as needed. Fencing and lighting are also included when specified. Each item is listed separately so the board or facilities manager can see exactly what is being done and why.

The court area is closed during active construction, but surrounding paths and facilities stay accessible in most cases. Debris from demolition or base work is removed as the project progresses. Scheduling is discussed during the estimate phase so the board or school can plan around the closure window.

Timeline depends on court size, base condition, and whether drainage work is needed. A straightforward resurface typically takes less time than a full rebuild with new base preparation. The written estimate includes a projected schedule so the board or facilities team can plan the closure period in advance.

Ask for an itemised written estimate that separates base work, surfacing, drainage, fencing, and lighting. Confirm the site evaluation includes drainage assessment, not just a visual inspection. Ask for a projected timeline and how scope changes are handled if unexpected base damage is found during construction.

A properly built court with a sound base and correct drainage needs relatively little routine maintenance. Periodic cleaning and crack inspection keep minor issues from growing. Resurfacing is typically needed every several years depending on traffic volume and climate exposure. Catching small cracks early is far cheaper than waiting for base damage to develop.

Clay soil holds water and shifts seasonally, which is the most common cause of court cracking in the Greensboro area. The on-site evaluation assesses drainage before design begins. Solutions typically include sub-base aggregate layers and precise surface slope to move water off the court rather than letting it sit and undermine the base.

Significant elevation changes require grading and sub-base work to create a level, properly sloped playing surface. The on-site evaluation measures grade changes and determines how much earthwork is needed. That scope is itemised in the written estimate so there are no surprises once construction begins.

Only if the design addresses the base and slope, not just the top coat. A court that is patched on the surface without correcting the drainage grade will show the same pooling after the next heavy rain. Drainage correction is scoped as part of the base work, not added later.

Cracks that let water into the sub-base widen with each freeze-thaw cycle. A court that qualifies for resurfacing this year may need a full base replacement next year. Delaying typically increases the scope and cost of the eventual repair.

Tennis, pickleball, basketball, and multiuse courts are all options. A single footprint can be striped for more than one sport. The layout is confirmed based on the available space, the expected users, and how often the court will be in use.

Court work requires the surface, base, drainage, and layout to function together. A general patch covers visible damage for a short time but rarely corrects uneven spots, sub-base movement, or water pooling. A court-specific scope addresses all four elements in one project.

Finished courts are built to consistent slope tolerances that prevent pooling, and surface coatings provide traction that reduces slip risk. Line marking uses sport-specific dimensions so play areas are accurate and predictable. A final walkthrough is completed before the job is signed off to confirm the surface meets those standards.

The on-site evaluation is designed to surface hidden issues before work starts, not during it. If something unexpected appears once excavation begins, the scope and cost are discussed before proceeding. Nothing is added to the project without the client’s agreement first.

Permit requirements vary by municipality and project scope. Our partners are familiar with local rules across Greensboro, Winston-Salem, High Point, and surrounding areas. Permit needs are identified during the planning phase and factored into the project timeline so the board or school is not caught off guard by approval delays.