Original source · versioned page text
Attachment 4- Traffic Impact Assessment.pdf
US
ST
INE
LE AIR T 565 SS
VE
L1 O
m2
ST
AIR
LY
TO
SR LEV
V EL
ON
BIC 1
RA YCLE
CK
S
T
RE
FU
EP
SE
BU
SIN
NC
ES
660 S
CO
LIF
TO T & S
m2
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
AM
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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
D
BIO-BASIN
620 INING
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
VEHIC
LA EL 1
GE 2
OVER
MIX
895 ED US
300 m2 E
300 2
RACKS
BICYC
TO
LE
VE 3
LE
L1
BIO-
T
BIC
EN
YC
VProject LE
EM
BASI
8.80
ILLNo: 620.V30926 Stockwell Development Group Pty Ltd
AS
LEVEL 16, 175 EAGLE ST
AG 21/11/23
N
MB
BRISBANE
QUEENSLAND 4000 Date: EG
RO
AUSTRALIA SWEPT PATH LEGEND
Noosa Village Mixed Use
TF
T: 61 7 3858 4800
Drawn by: BRRE Vehicle Path N
LIF
www.slrconsulting.com
Certified by: -
EN Vehicle Body
Body Clearance 1.50 5.00 MRV Swept Paths
0.0 4 8 12 16
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 SK03
accuracy of any such information. Track : 2.50
Lock to Lock Time : 6.0
Steering Angle : 34.0
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