Standard drawings addendums
View our standard drawing addendums.
| Standard drawing number | Addendums to standard drawings for use in Sunshine Coast Council |
| GS-041, 44 & 45 | Black posts/Black weld mesh or as specified council |
| GS-042 | Bollard detail excepted only - no log fence. General use material preference is recycled plastic.Where bollards are located adjacent to kerbside parking they should be a minimum of 800mm back from the face of kerb.Bollards should provide colour and luminance contrast to their surroundings, particularly if they are adjacent to a pathway or disabled parking bays |
| TMR 1603 | Black only PVC not green plastic, posts to be painted black |
| GS-011 | Use SM3 kerb type and concrete backing strip of 200mm instead of the B6 |
| DRAINAGE | |
| Inlet capacity charts are available on request without prejudice. Designers need to allow for local conditions. Maximum depth of pit is 1.8m | |
| DS-030 | Lean mix concrete is not allowed within the pavement box |
| DS-041 | Straw bales not used |
| DS-061 | Use of VS (1200mm) lintel is acceptable |
| ROADS | |
| RS-065 | Pathway widths- Access Street - 2.0m – minimum 1.5m around constrained point- Neighbourhood - 2.0m - minimum 1.8m around constrained point- District Collector - 3.0m - minimum 2.0m around constrained point- Sub Arterial - 3.0m - minimum 2.5m around constrained point- Arterial - minimum 3.0m - desirable 4.0m- Cycleway Local 2.5m- Cycleway Trunk 3.0m CCS Black 21 (6% pigment) coloured trunk pathway 2.5m or greater |
| RS-080 | Kerb and Channel profiles to be used in this Council are as follows:- B1 – Design speed greater than 50km/h, channel invert width is 450mm – Main Streets, Park frontages- B2 – where no stormwater flow- SM3 – Median kerb- M1 – Design speed up to and including 50km/h- ER2 – Edge restraint- INVERT – Stormwater drain inverts All kerbs shall be constructed with plain concrete using slip form with structural mix. All kerbs shall be placed on a minimum 75mm thick gravel base that extends 150mm beyond the back of kerb |
| RS-090 | Desirable kerb ramp grade is 1 in 15, achieve a best fit to a maximum of 1 in 8 |
| RS-091 | Council only accepts cut-through treatments, width dimension x be a minimum of 2m. Median paths to be plain concrete with black TGSI’s |
| RS-0130 | No Council logo |
| RS-0131 | Sign posts are to be installed using a spike foundation system. Sign posts in concrete are to be installed using V-Sockets or Lock-Sockets |
| RS-182 & 183 | Bus bay concrete to be coloured 'CCS Stallion' to provide contrast to the boarding area |
| PARKS | |
| PS-010 | Type 1 – Alternative treatment only |
| PS-016 | Rest rail accepted – no deflections rails |
Current as at 9 Dec 2021