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Attachment E - Traffic statement
Attached to the e-mail MCU14/0039 Response to information request Traffic, Effluent& Waste reports email 3 of 3.
STANDING
SRV
in
20m m B2 DRIVEWAY TAPERS,
REFER NOTE 2.
300m +
m+ 8m
270 AUSTROADS SAFE
AY
DRIVEW INTERSECTION SIGHT
VER
CROSSO DISTANCE, REFER NOTE 1.
ENTERING
HRV
ACCESS PLAN + SIGHT DISTANCES
PROPOSED INTERNAL
ACCESS ROAD
PASSING ZONE, HRV
4m WIDE INTERNAL PASSING STANDING SRV
ACCESS ROAD
PROPOSED (DETERMINED BY
ACCESS DRIVEWAY HRV SWEPT PATHS)
12.5
EXISTING SHARED
ACCESS POINT
2.4 5.9 1.4
HRV - Heavy Rigid Vehicle
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.417m
Track Width 2.500m
Lock-to-lock time 6.00s
OVERALL SITE PLAN Curb to Curb Turning Radius 12.500m INDICATIVE SWEPT PATH ANALYSIS
NOTES
1. SIGHT DISTANCES NOTED ARE IN ACCORDANCE REVISION
TTM REFERENCE
WITH AUSTROADS GUIDE TO ROAD DESIGN -
T TM CONSULTING PTY LTD LAKE McDONALD DRIVE 15SCT0024-01 B
PART 4A - SECTION 3, SIGHT DISTANCES, WHICH
REQUIRES AN SISD OF 265m. ABN 65 010 868 621 DRAWN CHECKED
LEVEL 1, 129 LOGAN ROAD, WOOLLOONGABBA, QLD, 4102
2. DRIVEWAY HAS BEEN DESIGNED IN P.O. BOX 1310, COORPAROO BC, QLD, 4151 REVISED PROPERTY ACCESS BW GH
ACCORDANCE WITH IPWEAQ DRAWING - RS-051 T: (07) 3327 9500 F: (07) 3327 9501 DESIGN COMPLIANCE DATE SCALE
- DRIVEWAYS, HEAVY DUTY VEHICLE CROSSINGS. E: [email protected] W: www.ttmgroup.com.au 31 MARCH 2015 NOT TO SCALE
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