What We Do

School Carparks

Safe drop-off zones. Compliant bays.

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School carparks have requirements that differ from a standard commercial carpark. Drop-off zones, pedestrian crossings, parent and staff bays, bus zones and the correct number of accessible disabled bays all need to be incorporated into the design. We work with school administration and DfE to produce a layout that meets the traffic management and accessibility requirements for each site.

Resurfacing an existing school carpark is the most common scope on Central Coast school sites. Aged asphalt with cracking, poor drainage and faded line marking is a compliance issue and a safety liability. We assess the existing pavement and produce a scope that addresses the structural condition, drainage and line marking in one project.

All school carpark works are programmed to school holiday windows. We provide the documentation required by DfE and Central Coast Council for acceptance of carpark works on school grounds, including compaction test records, cross-fall measurements and line marking compliance confirmation.

Drop-off Zone Design

Drop-off zones, pedestrian crossings and bus zones designed and marked to traffic management standards.

Disabled Bay Compliance

Accessible bays marked to AS/NZS 2890.6. Correct count for facility type, approach paths formed.

Holiday Programming

All works completed within school holiday windows. No disruption to school operations.

DfE Documentation

Compaction records, cross-fall measurements and line marking compliance notes for DfE acceptance.

Drainage

Stormwater pits, grated channels and surface drainage incorporated into the carpark scope.

Anatomy of a compliant school carpark

School bay geometry, drop-off zone and DDA compliance: the figures a certifier checks before they look at anything else. School classification is a different standard from retail. Most quotes don't know that.

Plan view of a school carpark showing two rows of 90-degree parking bays at 2500 mm wide by 5400 mm deep, a 6000 mm two-way central aisle with directional flow arrows, an ACROD accessible bay 3800 mm total width with diagonal yellow hatching across the 1300 mm shared zone and ISA symbol, a kerbside drop-off set-down lane 6000 mm per vehicle position along the bottom edge with yellow no-stopping kerbline, crossfall arrows indicating 1:50 general gradient and 1:100 DDA gradient to grated stormwater pit, and dimension witness lines labelling all key measurements in millimetres. ACROD 1:100 DROP-OFF ZONE 6000 mm per vehicle position Fall 1:50 to SW pit 3800 mm ACROD 2500 mm 5400 mm bay depth 6000 mm two-way aisle 5400 mm 3000 mm lane width
  1. AC10 wearing course 30–40 mm

    School classification requires 30–40 mm AC10 over a 150 mm DGB20 crushed rock base compacted to 98% modified Proctor (AS 1289.5.2.1). Surface texture is specified for pedestrian slip resistance in wet conditions, as the mix choice matters where children walk from the drop-off lane.

  2. School classification bay 2500 × 5400 mm

    AS 2890.1 Table 2.1 school and hospital category: 2500 mm wide, 100 mm wider than the 2400 mm retail standard. The extra clearance accounts for doors swinging open beside child seats and parents handling prams. Bay lines are 100 mm white thermoplastic applied at full cure of the wearing course.

  3. ACROD accessible bay 3800 mm total

    2500 mm bay plus a 1300 mm shared zone: 3800 mm total clear width to the bay line. Diagonal yellow hatching across the shared zone at 100 mm lines on 300 mm centres. DDA crossfall capped at 1:100 in all directions within the bay and approach path (AS 1428.1 cl. 7.3), tighter than the 1:33 permitted on general outdoor asphalt. ISA marking and ACROD sign required.

  4. Drop-off zone 6000 mm per position

    Kerbside set-down lane separate from the parking field: 6000 mm per vehicle position at 3000 mm lane width, 1:40 maximum gradient throughout. Yellow no-stopping kerbline 100 mm width. “Drop-off only” pavement legend. Positioned to keep the pedestrian corridor between vehicles and the building entry permanently clear.

  5. Two-way aisle 6000 mm

    AS 2890.1 Table 3.1: 6000 mm clear aisle for 90° two-way traffic, allowing a driver to enter a bay in a single movement. Directional flow arrows in white thermoplastic. General crossfall 1:50 toward grated stormwater pits (AS/NZS 3500.3), reducing to 1:100 across the ACROD bay and approach path.

Ask the other quotes for their DDA crossfall certificate. They'll go quiet.

Diagram shows typical construction sequence for standard site conditions on the NSW Central Coast. Actual scope, depths, and materials are determined on-site, as conditions vary by substrate, drainage, and access. Speak to our crew for an assessment specific to your project.

The Process

Every job follows the same standard. No steps skipped, no quality shortcuts.

Layout Design and Assessment

Site dimensions measured, traffic management requirements confirmed and layout designed to compliance standards.

Sub-base and Drainage

Sub-base prepared, drainage structures installed and surface levels formed for positive drainage.

Asphalt and Kerbing

Wearing course placed, compacted and finished. Kerbing and wheel stops installed.

Line Marking and Signage

Full line marking applied including disabled bays, drop-off zones and pedestrian crossings. Signage installed.

Frequently Asked

Questions specific to School Carparks on the Central Coast.

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Getting other quotes too? Smart. Take our questions sheet (PDF).

How many disabled bays are required in a school carpark?

Under AS/NZS 2890.6, the number of accessible bays is based on the total number of parking spaces. For most school carparks, one accessible bay per 50 standard bays is the minimum, but DfE guidelines and council requirements may specify more. We confirm the required count during the design stage and mark to the correct standard.

Can you resurface a school carpark without replacing the full sub-base?

Where the existing sub-base is structurally sound, a mill and overlay or direct overlay can restore the carpark surface without full reconstruction. We assess the base condition during quoting. If the base has structural issues, we include the necessary repairs in the scope so the resurfacing lasts.

Do you handle the DfE documentation for school carpark works?

Yes. We provide the completion documentation required for DfE-managed school works, including compaction test results, cross-fall measurements and line marking compliance records. We can discuss your specific documentation requirements during the quoting stage.

Why school carpark projects stall at handover
  • Disabled bay count wrong for the facility type, non-compliant on day one
  • Drop-off zone layout not reviewed against council traffic management requirements
  • No DfE documentation prepared, principal cannot complete the handover checklist
  • Works not finished before term starts, parents arrive to a construction site
  • Drainage not incorporated, carpark floods after every rain event
  • Line marking applied over a wet surface, adhesion fails within one school term

DfE inspector refuses acceptance. Rectification works needed. Another holiday window lost.

There's a better way. How BWB is different  →
4.6 stars from 19 Google reviews A real person answers.

Glenn and his team were terrific. Such a difficult job made to look easy.

Garry Parnell

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School Carparks

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