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Appendix F - engineering report
Attached to the e-mail MCU15/0111 & REC15/0031 Development Application F - Engineering report Email 7 of 8.
CALIBRE CONSULTING
6 CONCLUSION
This Civil Engineering is to support the permissible change application for a retirement community development located
on Trading Post Road Cooroy. This report provides preliminary plans for earthworks, roadworks, turning paths, water and
sewer reticulations and erosion and sediment control.
The following codes and probable solutions primarily relate to matters which would ordinarily be addressed as part of the
detailed design phase for operational works approval. However the matters have been reviewed as part of the preliminary
design considerations during the master planning for the site to ensure that all relevant measures can be satisfied in
accordance with good engineering practices and the design standards otherwise expressed within the codes.
7 THE CODES
Table 7-1: Division 13: Driveways and Carparking Code
Reference The Noosa Plan (Including amendments to 16 September 2013)
Table 14-49 Driveways
14.113 General
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
O1 S1.1
Vehicular access does not Vehicular access is located and The main access to the site is via
adversely impact on safety, designed in accordance with Trading Post Road. A secondary access
capacity and operations of the AUSTROADS – Guide to Traffic is proposed off Lamonts Road to
existing or planned road network, Engineering Practice requirements service the aged care facility.
the proposed driveway, cycle paths for sight distance and Section 3 of
or pedestrian pathway systems. AS2890.1 Parking Facilities; Calibre Consulting has provided a
Traffic Impact Assessment Report No.
AND B14158ER01 (December 2014). Refer
for details.
S1.2
Only one footpath crossing is Internal and external footpath details
provided; are shown on the Master Plan for the
site.
AND
S1.3
Driveways, other than within any Preliminary road design have been
setback have a maximum grade in provided in this Report (No.
accordance with Section 3 of B14158.W-02A dated December 2014).
AS/NZS 2890.1. Driveways will have maximum grades in
accordance with Section 3 of AS/NZS
2890.1.
B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS CIVIL ENGINEERING REPORT | 2
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