Original source · versioned page text
Attachment 4- Traffic Impact Assessment.pdf
BU
SIN
ST E SS
LE AIR T
VE
L1 O
565
m2
LY
ST
AIR
TO
ON
SR LE
V VE
BIC L1
RA YCLE
T
CK
S
EP
RE
FU
SE
NC
BU
SIN
1 660 ESS
CO
500 m
0 LIF
TO T & S
2
EXISTING FOOTPA
LE TA
VE IR
L1
ST
LE AIR T
VE
L1 O
TH
BIO-BASIN
19
2P
AR
KIN
300 G
BA
RL
8.9 MR 300 1 YS
5 V
RE
FU
2
SE
ME M
SE RO
NT
BA AIR F
VEHICLE CROSSOVER
ST
S
CK
AM
E
RA
NIT
IES
ST
LE AIR F
VE
L 1 ROM
EXISTING FOOTPA
&L
EV
EL LIF
2 TO T & S
BIO-BASIN
& L LEV TAIR
EV EL
EL 1
2
BA
RA
TH
ND
DIN
BIO-BASIN
620 ING
m2
600
0 ST
LE AIR F
VE
L 1 ROM
&L
EV
E L2
LIF
TO T & S
CROSS LE
VIL & L LEV TAIR
EV EL
VE
LA EL 1
G 2
H
EM
IC
OVER
IXE
895 DU
SE
300 m2
300 2
RACKS
ST
BICYC
TO AIR
LE
VE 3
LE
L
BIO-
T
1 8.80
EN
Project No: 620.V30926 Stockwell Development Group Pty Ltd
EM
BASI
LEVEL 16, 175 EAGLE ST
BRISBANE
AS
QUEENSLAND 4000 Date: 21/11/23
N
B
AUSTRALIA SWEPT PATH LEGEND
OM
T: 61 7 3858 4800 Noosa Village Mixed Use
Drawn by: BR N
FR
Vehicle Path
T
www.slrconsulting.com Vehicle Body
LIF
Certified by: - Body Clearance 1.50 5.00
0.0 4 8 12 16
MRV Swept Paths
The content contained within this document may be based
on third party data. Sheet Size: A3
Front Wheels
MRV METERS
Northern Loading Dock
meters
SLR Consulting Australia Pty Ltd does not guarantee the SCALE 1:400
Projection: - Width : 2.50
FIGURE SK04
accuracy of any such information. Track : 2.50
Lock to Lock Time : 6.0
Steering Angle : 34.0
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