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Public Realm Framework - Section 2.2 - Kerbs
Subsection 2 details kerb and channel requirements.

Kerb and Channel - format and size

Use

Sawn bluestone kerb units are designated for Central Geelong as a robust and urban pavement material. Kerb and tray units are to adhere to the performance requirements set out on pages 11 and 12 of this document.

Installation

Installation of type 1 & 2 kerbs is to be in line with all City of Greater Geelong Infrastructure Design Manual specifications.

Material

Type 1

300mm wide 300mm high kerb stone on engineered base. Kerb stone lengths vary. Grout: 5mm grout flush joint Bullnose edge facing carriageway.

Asphalt may be laid up against raised kerb as a channel where specified and detailed by Civil engineer.

Type 1 Kerb

Two diagrams describe requirements for type 1 kerb

Type 2

Recycled or refinished bluestone pitchers may be used as a channel.

For example: 200x300mm nom. pitchers set flush adjacent road to achieve civil design.

Option

Recycled and refurnished bluestone pitchers may be used in channel for example: 200x300mm nom. pitchers set flush to achieve civil design detail.

An asphalt tray may be used as an appropriate option where deemed suitable by civil engineer.

Type 2 Kerb

Two diagrams detail requirements for type 2 kerb.

Pram Crossing - format and size

Format

Typically stone unit pavers per section 2.1

Use

Pram crossings to be located where at-grade and DDA compliant access is required from a footpath to a lower street level at a crossing point in line with AS1428.1&2 (2009). Size is particular to situation and must be designed by suitably qualified professional.

Installation

Installation of type 1 & 2 kerbs is to be in line with all City of Greater Geelong Infrastructure Design Manual specifications.

Typical Plan

Two diagrams detail requirements for pram crossing and correct versus incorrect kerb transition.

Distribution