APPENDIX B
AUSTRALIAN STANDARDS EXCERPTS

AS2890.1 – PARALLEL PARKING

AS2890.1 – VEHICLE DIMENSIONS AND TURNING PATHS

AS2890.6 – PARALLEL PARKING

AS2890.5 – PARALLEL PARKING

BUS INFRASTRUCTURE GUIDE
Church Point, McCarrs Creek Road—Car Park Options Addendum 1 Rev. 0
Hyder Consulting Pty Ltd-ABN 76 104 485 289
f:\aa003240\f-reports\13-10-23-car park options report final and adendum\mccarrs creek road option - addendum.docx
Page 6
AS/NZS 2890.1 :2004
(Incorporating Amendment No. 1)
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Australian/New Zealand Standard™
Parking facilities
Part 1: Off-street car parking
Originated as AS 2890.1-1986.
Previous edition 1993.
Jointly revised and designated as AS/NZS 2890.1 :2004.
Reissued incorporating Amendment No. 1 (August 2005).
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COPYRIGHT
©Standards Australia/Standards New Zealand
All rights are reserved. No part of this work may be reproduced or copied in any form or by
any means, electronic or mechanical, including photocopying, without the written
permission of the publisher.
Jointly published by Standards Australia, GPO Box 476, Sydney, NSW 2001 and Standards
New Zealand, Private Bag 2439, Wellington 6020
ISBN 0 7337 57 42 1
AS/NZS 2890.I :2004
(d)
16
Single-sided aisles Where there is angle parking on one side of an aisle only and the
other side is confined by a wall or other high vertical obstruction closer than 300 mm
to the nominal edge of the aisle, to provide manoeuvring clearance, the aisle width
shall be increased by 300 mm, measured to the vertical obstruction.
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300 mm*
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Blind aisle
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*Additional widening required if there is a \Vall or fence at the side of the last space, see Clause 2.4.1 (b )(ii).
DIMENSIONS IN MILLIMETRES
FIGURE 2.3
BLIND AISLE EXTENSION
2.4.3 Angle parking module layout
Layouts of typical angle parking modules are shown in Figure 2.4.
2.4.4 Parallel parking iu parking aisles
Where parallel parking is to be provided on one or both sides of a parking aisle the
following shall apply:
(a)
Parallel parking one or both sides, one-way or two-way aisle
Layout requirements for parallel parking on one or both sides of a one-way aisle shall
be as set out in Figure 2.5.
Where the aisle is two-way but parking is on one side only, its width shall be
increased by 3 .0 m minimum.
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Where parallel parking is provided on both sides of a two-way aisle, the aisle widths
shown in Figure 2.5 shall be provided on each side of the aisle centre-line.
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For parallel parking on both sides of a one-way aisle the aisle width shall be at least
twice that shown in Figure 2.5.
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Parallel parking one side, angle parking the other,
aisle Requirements shall be as follows:
one-way or two-way
(i)
Angle parking space depths shall be as shown for dimension C on Figure 2.2.
(ii)
Parallel parking space dimensions shall be as shown on Figure 2.5.
(iii)
Aisle width shall be that shown on Figure 2.2 plus a further 0.5 m.
(iv)
Steps shall be taken to discourage reverse-in parking where the angle parking
angle is other than 90 degrees.
NOTE: Suitable steps might include making the aisle one-v.'ay or signposting the angle
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parking spaces as front-in only.
COPYRIGHT
18
AS/NZS 2890.1:2004
Wall,
Kerb
300 min.
--------
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fence, columns etc.
300 mm high (see Note 1)
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;-RHS kerb of one-way road. or
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~Wall, fence, columns etc.
>300 mm high (see Note 21
metres
Aisle width
(one-way), W
Space length, L
Space length
Space length
obstructed end
spaces, L 0
unobstructed end
spaces, Lu
(Note 4)
3.0
6.3
6.6
5.4
3.3
6.1
6.4
5.4
3.6
5.9
6.2
5.4
NOTES:
Spaces shall be located at least 300 mm clear of obstructions higher than 150 min such as walls, fences and
columns.
2
Where the opposite side of the aisle is bounded by obstructions higher than 150 mm, Dimension W shall be
increased by at least 0.3 m.
3
If a single space is obstructed at both ends, a further 0.3 1n shall be added to dimensions in this column.
4
In New Zealand only, space lengths in this column 1nay be reduced to 5.0 m.
FIGURE 2.5
MINIMUM SPACE LENGTH AND AISLE WIDTH COMBINATIONS
FOR PARALLEL PARKING MANOEUVRE
2.4.5 Physical controls
2.4.5.1 General description
The need for the following physical controls shall be considered:
(a)
Kerbs-on one or more sides of a parking space to protect pedestrian walkways,
landscaped areas, and any other non-trafficable areas generally at or just above
pavement level, from encroachment.
(b)
Barriers-to contain vehicles at the edges of platforms or decks, or to prevent
encroachment onto pedestrian facilities.
(c)
Wheel stops-to limit the travel of vehicles when manoeuvring into a parking space.
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NOTE: Wheel stops should be avoided in any situation where they may be in the path of
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Other protective devices-to prevent damage to structural elements or other unwanted
vehicle encroachment.
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Physical controls shall not obstruct accessible travel paths for people with disabilities.
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All kerbs, wheel stops, low barriers and other obstructions that could be a tripping hazard to
pedestrians shall be surfaced in a colour contrasting with their surroundings.
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ETTVSEGL HMVIGXMSRW
%RKPI TEVOMRK QE] FI IMXLIV DJVSRXMR SV DVIZIVWIMR %R] XS[R SV GMX] ETTP]MRK ERKPI
TEVOMRK WLSYPH FI GSRWMWXIRX MR EHSTXMRK SRI JSVQ SV XLI SXLIV 6IZIVWIMR ERKPI TEVOMRK
MW TVSLMFMXIH F] PE[ MR WSQI 7XEXIW
238) ;LIR TVSTSWMRK XLI YWI SJ VIZIVWIMR ERKPI TEVOMRK GSRWMHIVEXMSR WLSYPH FI KMZIR XS
TSXIRXMEP QMRSV LE^EVHW EWWSGMEXIH [MXL ZILMGPIW WXSTTMRK MR XLI QSZMRK XVEJJMG WXVIEQ TVMSV XS
VIZIVWMRK MRXS E TEVOMRK WTEGI ERH [MXL RSWI W[MRK MRXS XLI EHNEGIRX XLVSYKL XVEJJMG PERI EW
IEGL ZILMGPI WXEVXW MXW FEGOMR QERSIYZVI 8LIWI LE^EVHW EVI SJ QSWX GSRGIVR [LIVI QSZMRK
PERIW EVI REVVS[ ERH PERI XVEJJMG ZSPYQIW EVI LMKL 6IZIVWIMR ERKPI TEVOMRK QE] EPWS VIWYPX MR
I\GIWWMZI JSSXTEXL SFWXVYGXMSR JVSQ XLI VIEV SZIVLERK SJ ZILMGPIW ERH GSYPH GSRXVMFYXI XS
I\GIWWMZI I\LEYWX JYQIW SR XLI JSSXTEXL
'34=6-+,8
%7 ´ 0SRK ZILMGPIW EVI YWYEPP] YREFPI XS QEOI YWI SJ ERKPI TEVOMRK WTEGIW -R GSQQIVGMEP
EVIEW JSV I\EQTPI EHIUYEXI TEVEPPIP PSEHMRK WTEGIW WLSYPH EPWS FI TVSZMHIH XS GEXIV JSV
PSRK ZILMGPIW ERH GSQQIVGMEP ZILMGPIW
%RKPI TEVOMRK WTEGI [MHXL 6IGSQQIRHIH QMRMQYQ TEVOMRK WTEGI [MHXLW EVI
KMZIR MR 8EFPI 8LIWI EVI FEWIH SR XLI HMQIRWMSRW SJ XLI HIWMKR ZILMGPI KMZIR MR
%7 8LI WTEGI [MHXLW VIPEXI XS XLI JVIUYIRG] SJ TEVOMRK ERH YRTEVOMRK
QERSIYZVIW EW HIZIPSTIH JSV %7 JSV SJJWXVIIX TEVOMRK 8LI ZEV]MRK HIKVIIW XS
[LMGL GEV HSSVW GER FI STIRIH EVI EPWS WLS[R
8%&0) %2+0) 4%6/-2+ 74%') ;-(8,7 6)0%8)( 83 4%6/-2+ 89623:)6
9WI GEXIKSV]
8]TMGEP YWIW
0MQMXW SR HSSV
STIRMRK
7TEGI [MHXL
Q 2SXI 0S[ XYVRSZIV
+IRIVEPP] EPPHE] TEVOMRK IK GSQQ YXIV
TEVOMRK
*VSRX HSSV STIRIH XS
JMVWX WXST
1IHMYQ XYVRSZIV
+IRIVEPP] QSVI XLER LSYV TEVOMRK FYX
PIWW XLER E JYPP HE] IK XS[R GIRXVI
WTSVXW JEGMPMX] EMVTSVX ZMWMXSV TEVOMRK
*VSRX HSSV STIRIH XS
WIGSRH WXST
,MKL XYVRSZIV
+IRIVEPP] WLSVXXIVQ TEVOMRK MRGPYHMRK
EVIEW [LIVI GLMPHVIR ERH KSSHW EVI
JVIUYIRXP] PSEHIH MRXS ZILMGPIW IK EX
WLSTTMRK GIRXVIW
6IEV HSSV JYPP]
STIRIH
(MWEFPIH YWIV
*VSRX HSSV JYPP]
STIRIH TPYW
[LIIPGLEMV
QERSIYZVMRK WTEGI
2SXI 238)7
8LI EFSZI I\EQTPIW EVI RSX VMKMH VIUYMVIQIRXW IK [MHIV WTEGIW QE] FI VIUYMVIH JSV WSQI
HIWMKRW ERH REVVS[IV WTEGIW QE] FI VIUYMVIH MR GIRXVEP FYWMRIWW HMWXVMGXW ERH EX SXLIV LMKL
PERH GSWX PSGEXMSRW
7TEGI [MHXL MW HMQIRWMSR % SR *MKYVIW ERH JSV ERH HIKVII ERKPI
TEVOMRK VIWTIGXMZIP] 7TEGI [MHXL MW VIHYGIH JSV HIKVII ERKPI TEVOMRK WII *MKYVI 7II 'PEYWI VIKEVHMRK XLI RIIH XS MRGVIEWI XLI [MHXL SJ HMWEFPIH TEVOMRK WTEGIW EFSZI
Q [LIRIZIV TVEGXMGEFPI
%RKPI TEVOMRK PE]SYX 4EVOMRK WTEGI HMQIRWMSRW JSV ZEVMSYW ERKPIW SJ JVSRXMR
TEVOMRK EVI WLS[R MR *MKYVIW ERH JSV TEVOMRK ERKPIW SJ ERH HIKVIIW VIWTIGXMZIP] ;LIIPWXSTW QE] FI VIUYMVIH XS GSRXVSP IRGVSEGLQIRX SRXS TIHIWXVMER
TEXLW F] I\GIWWMZI OIVF SZIVLERK WII 'PEYWI 63%(;%= ;-(8, 0-1-8%8-327 *36 4%6%00)0 %2( %2+0)
4%6/-2+ 8LI X]TIW SJ TEVEPPIP SV ERKPI TEVOMRK [LMGL GER FI TIVQMXXIH SR E XLVSYKL
VSEH[E] [MPP HITIRH SR XLI [MHXL SJ VSEH[E] ERH XVEJJMG ZSPYQIW [MXL ER EHHMXMSREP
EPPS[ERGI JSV LMKL WTIIH XVEJJMG 6IWXVMGXMSRW SR TEVOMRK VIPEXIH XS WSQI JYRGXMSREP
GPEWWMJMGEXMSRW SJ VSEH SV EFYXXMRK PERH YWIW QE] EPWS FI ETTPMIH
;MHXL PMQMXEXMSRW [LMGL WLSYPH FI SFWIVZIH [LIR HIXIVQMRMRK XLI X]TI SJ TEVOMRK
ETTVSTVMEXI MR E TEVXMGYPEV GEWI EVI EW JSPPS[W
E 4EVEPPIP TEVOMRK 9RHIV PS[ WTIIH YVFER GSRHMXMSRW MI XVEJJMG WTIIHW TEWX XLI WMXI
KIRIVEPP] RSX I\GIIHMRK OQL XLI [MHXL JVSQ OIVF XS PIJXLERH IHKI SJ XLI
RIEVIWX QSZMRK XVEJJMG PERI XLEX WLSYPH FI TVSZMHIH MW XLI TEVOMRK WTEGI [MHXL JVSQ
8EFPI TPYW Q GPIEVERGI 8LMW GPIEVERGI WLSYPH FI MRGVIEWIH F] Q JSV
IEGL OQL F] [LMGL XVEJJMG WTIIHW I\GIIH OQL YT XS E QE\MQYQ SJ Q
F %RKPI TEVOMRK *MKYVIW ERH MRHMGEXI XLI QMRMQYQ [MHXLW FIX[IIR
XLI WITEVEXMSR PMRI SV QIHMER ERH XLI OIVF JSV TEVOMRK ERKPIW SJ ERH
HIKVIIW VIWTIGXMZIP] XLEX WLSYPH FI EZEMPEFPI FIJSVI ERKPI TEVOMRK MW TIVQMXXIH
'34=6-+,8
PROC 48.14
STATE TRANSIT
BUS INFRASTRUCTURE GUIDE
State Transit
P.O Box 2557
Strawberry Hills NSW 2012
Facsimile (02) 9245 5710
www.sydneybuses.nsw.gov.au
ISSUE 2
Speed humps
With the exception of raised pedestrian crossings, speed humps (such as Watts profile
humps) are not to be constructed on bus routes.
Where a raised pedestrian crossing is to be constructed on a bus route, the height shall
not exceed 75mm with ramp grades no greater than 1 in 16 (6.25%). The length of the
central platform should be no longer than 5.5m with provision for 3.5m travel lanes in
either direction. For raised pedestrian crossings at intersections, additional lane width
may be required to cater for bus turning movements. Raised threshold design should
also take into consideration vertical clearances to adjoining dish drains.
The placing of raised thresholds adjacent to bus stops is not supported as passengers are
likely to be walking on the bus at this point, and movement over a speed hump may
result in a loss of balance.
Speed cushions
Speed cushions can be used on bus routes provided that the width of the speed cushion
is not greater than 1.6m wide and a 1m wide wheel path is provided from the speed
cushion to any kerb face or median. The height of the speed cushion is to be 75mm.
REVISION 1.0 JULY 2011
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