Original source · versioned page text
15SCT0024 - 01 revC
Attached to the e-mail MCU14/0039 - Further response to information request.
STANDING
SRV
in
20m m B2 DRIVEWAY TAPERS,
REFER NOTE 2.
300m +
m+ 8m
270 AUSTROADS SAFE
AY
DRIVEW INTERSECTION SIGHT
O S S O V ER
CR 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 SENIOR
ASSOCIATE
1. SIGHT DISTANCES NOTED ARE IN ACCORDANCE DIRECTOR
WITH AUSTROADS GUIDE TO ROAD DESIGN - RICHARD JONES RPEQ 8943
PART 4A - SECTION 3, SIGHT DISTANCES TABLE TTM REFERENCE REVISION
3.2, WHICH REQUIRES AN SISD OF 226m FOR A LAKE McDONALD DRIVE 15SCT0024-01 C APPROVED 9 JULY 2015
T TM CONSULTING PTY LTD
DESIGN SPEED OF 90 Km/h. 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 DESIGN COMPLIANCE DATE SCALE
T: (07) 3327 9500 F: (07) 3327 9501
- DRIVEWAYS, HEAVY DUTY VEHICLE CROSSINGS. E: [email protected] W: www.ttmgroup.com.au 9 JULY 2015 NOT TO SCALE
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.