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11. Appendix H - Traffic Impact Assessment
Original PDF page 33, section 1. The text section number identifies this passage in the reader.
2 1 3
A-DA-1200 A-DA-1200 A-DA-1200
SITE BOUNDARY
RL 9.0
2x HRV LOADING
CUSTOMER CARPARKING
RL 6.5
SITE BOUNDARY
RL 8.8
RL 6.0
RL 8.8
HOFM
ANN
12.5
DRIV
E
EXTENSION OF EXISTING PEDESTRIAN CONNECTON INTO
PROPOSED DEVELOPMENT PROPOSED MAIN CARPARK ENTRY/ EXIT & CONCEPT DRAWING.
2.4 5.9 1.4 SERVICE ENTRY/ EXIT FOR DISCUSSION ONLY .
HRV - Heavy Rigid Vehicle
Overall Length 12.500m
Overall Width 2.500m
PROPOSED SECONDARY CARPARK ENTRY/ EXIT & TENANCY 0 5 10 15 20 25m
Overall Body Height 4.300m
Min Body Ground Clearance 0.417m
Track Width 2.500m SERVICE ENTRY/ EXIT 1:500 @A3 (Approx.)
Lock to Lock Time 6.00s BICYCLE PARKING
Kerb to Kerb Turning Radius 12.500m Approx. CORE TO
LOCATION (22 SPACES)
FUTURE DETAIL
A 16.05.19 Report MG AD PRELIMINARY BLU0517-01
Proposed Retail Business (Type 4) Showroom NOT FOR CONSTRUCTION
CAMBRAYconsulting 20 Hofmann Drive SK03
Traffic Engineering and Transport Planning 12.5m Heavy Rigid Vehicle (12.5m HRV) Swept Path
Noosaville, QLD
This concept takes into account the instructions and requirements of our client. Cambray has taken care
Suite 2601, 21 Mary Street Brisbane Q 4000 in preparing this concept, however it neither accepts liability nor responsibility whatsoever in respect 16.05.2019 1:500 Blueprint Group Australia Pty Ltd
t : 07 3221 3503 | e : [email protected] of; any use of this document by any third party, any third party whose interests may be affected by any
decision made regarding the contents of this document and/or any conclusion drawn resulting from
omission or lack of full discloser by the client or the client's consultants.
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