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TOP OF HARDSTANDTOP OF EXISTING SURFACE
TOP OF KERB FACE.
NOMINAL SHORELINE, REFER NOTES.
530 790 600
210
2070 PREFERRED
1540 MINIMUM
300
600 BUS STOP SIGNAGE, REFER NOTES.
1200
MIN
.FU
TURE
OR
EXIS
TING
ACCE
SS P
ATH
(WID
TH V
ARIE
S)
2070
MIN
IMUM
REQ
UIRE
DHA
RDST
AND
SIZE
MAY
VAR
Y DE
PEND
ING
ON E
XIST
ING
SITE
CON
DITI
ONS
150
WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.
DIRECTIONAL TGSI'S TO BE INSTALLEDAND TO EXTEND TO SHORELINE, REFERNOTES.
MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.
600
125 M
IN.
TOP OF HARDSTAND TO BE FLUSH WITHTOP OF ADJACENT SURFACE.
MESH PLACED CENTRALLY.
125 M
IN.
TOP OF HARDSTANDTOP OF EXISTING SURFACE
TOP OF HARDSTAND TO BE FLUSH WITHTOP OF EXISTING SURFACE/ KERB.
ISOLATION JOINT.
ROADWAY
150
A
2070 MINIMUM
B
BARRIER KERB.
EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.
CL
300TO SIGN FACE
150
TGSI
50mm SAND BUNDING LAYER.
50mm SAND BUNDING LAYER.
MESH PLACED CENTRALLY.
ISOLATION JOINT.
BACK OF KERB.
A
ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.
B
TOP OF KERB FACE.
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITH EXISTING KERB
ADRG 5-0011
1-
SITE LAYOUT PLAN1:50@A3
A-
SECTION A1:50@A3
B-
SECTION B1:50@A3
- JULY 2013
TOP OF HARDSTANDTOP OF EXISTING SURFACE
TOP OF KERB FACE.
NOMINAL SHORELINE, REFER NOTES.
530 790 600
210
2070 PREFERRED
1540 MINIMUM
300
600 BUS STOP SIGNAGE, REFER NOTES.
1200
MIN
.FU
TURE
OR
EXIS
TING
ACCE
SS P
ATH
(WID
TH V
ARIE
S)
2070
MIN
IMUM
REQ
UIRE
DHA
RDST
AND
SIZE
MAY
VAR
Y DE
PEND
ING
ON E
XIST
ING
SITE
CON
DITI
ONS
150
WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.
DIRECTIONAL TGSI'S TO BE INSTALLEDAND TO EXTEND TO SHORELINE, REFERNOTES.
MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.
600
125 M
IN.
TOP OF HARDSTAND TO BE FLUSH WITHTOP OF ADJACENT SURFACE.
MESH PLACED CENTRALLY.
125 M
IN.
TOP OF HARDSTANDTOP OF EXISTING SURFACE
TOP OF HARDSTAND TO BE FLUSH WITHTOP OF EXISTING SURFACE/ KERB.
ISOLATION JOINT.
ROADWAY
150
A
2070 MINIMUM
B
BARRIER KERB.
EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.
CL
300TO SIGN FACE
150
TGSI
50mm SAND BUNDING LAYER.
50mm SAND BUNDING LAYER.
MESH PLACED CENTRALLY.
ISOLATION JOINT.
BACK OF KERB.
A
ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.
B
TOP OF KERB FACE.
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITH EXISTING KERB
ADRG 5-0011
1-
SITE LAYOUT PLAN1:50@A3
A-
SECTION A1:50@A3
B-
SECTION B1:50@A3
- JULY 2013
TOP OF KERB FACE FOR NEW150MMHIGH KERB ALIGNED TO EDGE OFEXISTING TRAFFIC LANE.
NOMINAL SHORELINE.
530 790 600
2500 PREFERRED
1540 MINIMUM
300
600 BUS STOP SIGNAGE, REFER NOTES.
2070
MIN
IMUM
150
WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.
DIRECTIONAL TGSI'S TO BE INSTALLEDAND EXTEND TO SHORELINE, REFERNOTES.
MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.
600
1200
MIN
.
1200 1200
FALL 1:8FALL 1:8
FALL 1:8
NOMINAL EDGE OF EXISTING TRAFFICLANE.
TOP OF EXISTING SURFACETOP OF HARDSTAND
TOP OF EXISTING SURFACETOP OF HARDSTAND
TOP OF RAISED HARDSTAND/KERB.MESH PLACED CENTRALLY.
ROADWAY
150
2070 MINIMUM
1200
1200
125 M
IN.
TOP OF RAISED HARDSTAND.MESH PLACED CENTRALLY.
125 M
IN.
150
FALL 1:8 FALL 1:8
FALL 1:8
ROAD EDGE GUIDE POST TORELEVANT AUTHORITYREQUIREMENTS (AS REQUIRED) 2000
C
D
4900
3270
CL
300TO SIGN FACE
1170
150
ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.
1200
MIN
.FU
TURE
OR
EXIS
TING
ACCE
SS P
ATH
(WID
TH V
ARIE
S)
EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.
* *
*
*
* *
*
C
DTGSI
(1520 MAX.)
(MAX. 1520) (MAX. 1520)
(MAX. 1520)
TOP OF KERB FACE.
1200
210
*
430
EXTENSION TO HARDSTAND FORSIGNAGE.
KERB EDGE DOWNTURNTO FORM BARRIER KERB.
(1520 MAX.) (1520 MAX.)
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITHOUT EXISTING KERB
ADRG 5-0012
1-
SITE LAYOUT PLAN1:50@A3
C-
SECTION C1:50@A3
D-
SECTION D1:50@A3
- JULY 2013
TOP OF KERB FACE FOR NEW150MMHIGH KERB ALIGNED TO EDGE OFEXISTING TRAFFIC LANE.
NOMINAL SHORELINE.
530 790 600
2500 PREFERRED
1540 MINIMUM
300
600 BUS STOP SIGNAGE, REFER NOTES.
2070
MIN
IMUM
150
WARNING TGSI'S TO BE INSTALLED ATALL STOPS, REFER NOTES.
DIRECTIONAL TGSI'S TO BE INSTALLEDAND EXTEND TO SHORELINE, REFERNOTES.
MANDATORY MINIMUM CONCRETEHARDSTAND BOARDING POINT AREASHOWN CROSS HATCHED, REFERNOTES.
600
1200
MIN
.
1200 1200
FALL 1:8FALL 1:8
FALL 1:8
NOMINAL EDGE OF EXISTING TRAFFICLANE.
TOP OF EXISTING SURFACETOP OF HARDSTAND
TOP OF EXISTING SURFACETOP OF HARDSTAND
TOP OF RAISED HARDSTAND/KERB.MESH PLACED CENTRALLY.
ROADWAY
150
2070 MINIMUM
1200
1200
125 M
IN.
TOP OF RAISED HARDSTAND.MESH PLACED CENTRALLY.
125 M
IN.
150
FALL 1:8 FALL 1:8
FALL 1:8
ROAD EDGE GUIDE POST TORELEVANT AUTHORITYREQUIREMENTS (AS REQUIRED) 2000
C
D
4900
3270
CL
300TO SIGN FACE
1170
150
ISOLATION JOINT TO LOCALGOVERNMENT REQUIREMENTS.
1200
MIN
.FU
TURE
OR
EXIS
TING
ACCE
SS P
ATH
(WID
TH V
ARIE
S)
EXISTING OR FUTURE ACCESSPATHWAY LOCATION, CONFIRMON SITE.
* *
*
*
* *
*
C
DTGSI
(1520 MAX.)
(MAX. 1520) (MAX. 1520)
(MAX. 1520)
TOP OF KERB FACE.
1200
210
*
430
EXTENSION TO HARDSTAND FORSIGNAGE.
KERB EDGE DOWNTURNTO FORM BARRIER KERB.
(1520 MAX.) (1520 MAX.)
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - MINIMUM BOARDING POINT - WITHOUT EXISTING KERB
ADRG 5-0012
1-
SITE LAYOUT PLAN1:50@A3
C-
SECTION C1:50@A3
D-
SECTION D1:50@A3
- JULY 2013
TOP OF KERB FACE.
NOMINAL SHORELINE.
2760 790
1540 MIN.
300
600 WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
600
BIN, REFER NOTES.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
4300
SEAT, REFER NOTES.
25m PREFERRED 10m MINIMUM
210
4200
HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.
CL
CL
600
350
300TO SIGN FACE
DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).
2500 MIN.
350
ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).
150
HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.
2500 CL
*
*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE. 50
0 MIN
.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
2070
MIN
IMUM
500 M
IN.
2NO. 800x1300 PWD WAITING ZONES.
*
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
1500
BUS ZONE SIGNREFER MUTCDPART 11
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
25m PREFERRED 10m MINIMUM
CL BUS STOP SIGN
HARDSTAND
DIRECTION OF TRAFFIC FLOW
BUS ZONE
LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE
OF OPERATION
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY
ADRG 5-0013
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
TOP OF KERB FACE.
NOMINAL SHORELINE.
2760 790
1540 MIN.
300
600 WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
600
BIN, REFER NOTES.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
4300
SEAT, REFER NOTES.
25m PREFERRED 10m MINIMUM
210
4200
HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.
CL
CL
600
350
300TO SIGN FACE
DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).
2500 MIN.
350
ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).
150
HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.
2500 CL
*
*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE. 50
0 MIN
.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
2070
MIN
IMUM
500 M
IN.
2NO. 800x1300 PWD WAITING ZONES.
*
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
1500
BUS ZONE SIGNREFER MUTCDPART 11
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
25m PREFERRED 10m MINIMUM
CL BUS STOP SIGN
HARDSTAND
DIRECTION OF TRAFFIC FLOW
BUS ZONE
LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE
OF OPERATION
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY
ADRG 5-0013
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
TOP OF KERB FACE.
NOMINAL SHORELINE.
2760 790
1540 MIN.
300
600 WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
600
BIN, REFER NOTES.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
4300
SEAT, REFER NOTES.
25m PREFERRED 10m MINIMUM
210
4200
HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.
CL
CL
600
350
300TO SIGN FACE
DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).
2500 MIN.
350
ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).
150
HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.
2500 CL
*
*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE. 500 M
IN.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
2070
MIN
IMUM
500 M
IN.
2NO. 800x1300 PWD WAITING ZONES.
*
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
1500
BUS ZONE SIGNREFER MUTCDPART 11
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
25m PREFERRED 10m MINIMUM
CL BUS STOP SIGN
HARDSTAND
DIRECTION OF TRAFFIC FLOW
BUS ZONE
LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE
OF OPERATION
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY
ADRG 5-0013
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
TOP OF KERB FACE
NOMINAL SHORELINE.
300
2070
MIN
IMUM
WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
600
BIN, REFER NOTES.
210
4200
CL
350
TO SIGN FACE
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).
350
3000
150
HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.
BUS BAY INDENT SETOUT REFER INSERTKEY DRAWING.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.ACCESS PATHWAY MINIMUM 1200MM
(WIDTH VARIES).*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
300
500 M
IN.
500 M
IN.
2760 790
1540 MIN.
4300
600
2500 MIN.
*
SEAT, REFER NOTES.
HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.2NO. 800x1300 PWD WAITING ZONES.
600
*
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
1500
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
21m MINIMUM 15m MINIMUM
CL BUS STOP SIGN
HARDSTAND
LENGTH VARIES TO SUIT QUANTITY AND TYPE OFBUSES USING STOP AND TYPE OF OPERATION
1:5 KERB1:7 KERB
DIRECTION OF TRAFFIC FLOW
3m
BUS ZONE
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITH INDENTED BUS BAY
ADRG 5-0014
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
TOP OF KERB FACE
NOMINAL SHORELINE.
300
2070
MIN
IMUM
WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
600
BIN, REFER NOTES.
210
4200
CL
350
TO SIGN FACE
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).
350
3000
150
HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.
BUS BAY INDENT SETOUT REFER INSERTKEY DRAWING.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.ACCESS PATHWAY MINIMUM 1200MM
(WIDTH VARIES).*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
300
500 M
IN.
500 M
IN.
2760 790
1540 MIN.
4300
600
2500 MIN.
*
SEAT, REFER NOTES.
HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.2NO. 800x1300 PWD WAITING ZONES.
600
*
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
1500
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
21m MINIMUM 15m MINIMUM
CL BUS STOP SIGN
HARDSTAND
LENGTH VARIES TO SUIT QUANTITY AND TYPE OFBUSES USING STOP AND TYPE OF OPERATION
1:5 KERB1:7 KERB
DIRECTION OF TRAFFIC FLOW
3m
BUS ZONE
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITH INDENTED BUS BAY
ADRG 5-0014
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
TOP OF KERB FACE
NOMINAL SHORELINE.
300
2070
MIN
IMUM
WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
600
BIN, REFER NOTES.
210
4200
CL
350
TO SIGN FACE
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.LIGHT POLE (SITE SPECIFIC).
350
3000
150
HARDSTAND AREA CAN BE INCREASED TO MEETSITE SPECIFIC REQUIREMENTS.
BUS BAY INDENT SETOUT REFER INSERTKEY DRAWING.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
DIRECTIONAL TGSI'S TO BE INSTALLED AND TO EXTEND SHORELINE,REFER NOTES.ACCESS PATHWAY MINIMUM 1200MM
(WIDTH VARIES).*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
300
500 M
IN.
500 M
IN.
2760 790
1540 MIN.
4300
600
2500 MIN.
*
SEAT, REFER NOTES.
HARDSTAND SIZE MAY VARY DEPENDINGON EXISTING SITE CONDITIONS.2NO. 800x1300 PWD WAITING ZONES.
600
*
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
1500
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
21m MINIMUM 15m MINIMUM
CL BUS STOP SIGN
HARDSTAND
LENGTH VARIES TO SUIT QUANTITY AND TYPE OFBUSES USING STOP AND TYPE OF OPERATION
1:5 KERB1:7 KERB
DIRECTION OF TRAFFIC FLOW
3m
BUS ZONE
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - WITH INDENTED BUS BAY
ADRG 5-0014
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
4200
4300
930
4300
900
VARI
ES
4300
1500
1500
1200
MIN
. (W
IDTH
VAR
IES)
1200
MIN
.
2070
1200
MIN
.
1200
MIN
.
SHORELINE
TOP OF KERB FACE TOP OF KERB FACE
TOP OF KERB FACE TOP OF KERB FACE
3000
SHORELINE
SHORELINE
3500
4200
2070
2070
4750
1200 MIN.20
70
SHORELINE
5500
1200
MIN
.
2070
SHORELINE
TOP OF KERB FACE
2500
1300
500 M
IN.
500 M
IN.
500 M
IN.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - ACCESS EXAMPLES
ADRG 5-0015
1-
CONSTRAINED SITE 1:100@A3
2-
HARDSTAND - MID/ FRONT FOOTPATH1:100@A3
3-
HARDSTAND - MID/BACK FOOTPATH1:100@A3
4-
HARDSTAND - SHARED ACCESS PATH BEHIND1:100@A3
5-
CONSTRAINED SITE 1:100@A3
- JULY 2013
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
4200
4300
930
4300
900
VARI
ES
4300
1500
1500
1200
MIN
. (W
IDTH
VAR
IES)
1200
MIN
.
2070
1200
MIN
.
1200
MIN
.
SHORELINE
TOP OF KERB FACE TOP OF KERB FACE
TOP OF KERB FACE TOP OF KERB FACE
3000
SHORELINE
SHORELINE
3500
4200
2070
2070
4750
1200 MIN.
2070
SHORELINE
5500
1200
MIN
.
2070
SHORELINE
TOP OF KERB FACE
2500
1300
500 M
IN.
500 M
IN.
500 M
IN.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - ACCESS EXAMPLES
ADRG 5-0015
1-
CONSTRAINED SITE 1:100@A3
2-
HARDSTAND - MID/ FRONT FOOTPATH1:100@A3
3-
HARDSTAND - MID/BACK FOOTPATH1:100@A3
4-
HARDSTAND - SHARED ACCESS PATH BEHIND1:100@A3
5-
CONSTRAINED SITE 1:100@A3
- JULY 2013
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
4200
4300
930
4300
900
VARI
ES
4300
1500
1500
1200
MIN
. (W
IDTH
VAR
IES)
1200
MIN
.
2070
1200
MIN
.
1200
MIN
.
SHORELINE
TOP OF KERB FACE TOP OF KERB FACE
TOP OF KERB FACE TOP OF KERB FACE
3000
SHORELINE
SHORELINE
3500
4200
2070
2070
4750
1200 MIN.
2070
SHORELINE
5500
1200
MIN
.
2070
SHORELINE
TOP OF KERB FACE
2500
1300
500 M
IN.
500 M
IN.
500 M
IN.
PTIM, BUS STOP INFRASTRUCTURE CHAPTERREGULAR STOP - SITE LAYOUT - ACCESS EXAMPLES
ADRG 5-0015
1-
CONSTRAINED SITE 1:100@A3
2-
HARDSTAND - MID/ FRONT FOOTPATH1:100@A3
3-
HARDSTAND - MID/BACK FOOTPATH1:100@A3
4-
HARDSTAND - SHARED ACCESS PATH BEHIND1:100@A3
5-
CONSTRAINED SITE 1:100@A3
- JULY 2013
TOP OF KERB FACE.
NOMINAL SHORELINE.
300
600
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.207
0 MIN
IMUM
WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
HARDSTAND AREA - LENGTH MAY VARY
600
BIN, REFER NOTES.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
8000
INTERMEDIATE SHELTER.
25m PREFFERED 10m MINIMUM
210
DIRECTIONAL TGSI'S TO BE INSTALLED AND EXTEND TO SHORELINE,REFER NOTES.
MIN.
HARDSTAND SIZE MAY VARY DEPENDING ON EXISTING SITECONDITIONS.
CL
CL
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
300TO SIGN FACE
LIGHT POLE (SITE SPECIFIC).
1200 MIN.12
00 M
IN.
2070 MINIMUM
EDGE OF SHELTER TO EDGE OF HARDSTAND.
350
350
2NO. 800x1300 PWD WAITING ZONES.
APPROX. 2m AREA TO BE KEPT CLEAR OF ALL INFRASTRUCTURE FORMAINTENANCE ACCESS TO LIGHTBOX/ ADVERTISING CABINET .
2500
150CL
500
ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).
*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.
4200
6460 790 600
1500
1540 MIN. 2500 MIN.
*
*
BUS ZONE SIGNREFER MUTCDPART 11
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON THETRANSLINK DRAWINGS. A LARGER HARDSTAND AREA IS PREFERRED AND ISDEPENDENT ON SITE SPECIFIC CONDITIONS.
2 THE MANDATORY LONGITUDINAL AND CROSS FALL GRADIENT AT BOARDINGPOINT IS MAXIMUM 1:40 FALL ACROSS THE BOARDING POINT AREA (SHOWNHATCHED). ALL OTHER HARDSTAND AND ADJACENT AREAS TO THE BUS STOPSHALL MEET APPLICABLE STANDARDS IN RELATION TO THE ADJACENT SITECONDITIONS, AND TO PREFERABLY ACHIEVE A LONGITUDINAL AND CROSSFALL GRADIENT OF MAXIMUM 1:40 FALL.
3 HARDSTANDS SHALL BE MINIMUM 125MM THICK BROOM FINISHED (FOR SLIPRESISTANCE) GRADE N25 CONCRETE SL72 MESH PLACED CENTRALLY, OR, ASREQUIRED BY THE RELEVANT STATUTORY AUTHORITY. FOR SLAB THICKENINGAT FURNITURE LOCATIONS, AND JOINT LAYOUT AND SPECIFICATIONS REFERTO LOCAL GOVERNMENT SPECIFIC REQUIREMENTS.
4 A CLEAR HARDSTAND ACCESS SPACE OF 1200MM MINIMUM IS REQUIREDBETWEEN AND AROUND ALL BUS STOP INFRASTRUCTURE (1500MMDESIRABLE).
ACCESS5 WHERE BUS STOPS ARE LOCATED ALONG BICYCLE ROUTES, SHARED ACCESS
PATHS SHOULD BE APPLIED AS PER LOCAL GOVERNMENT REQUIREMENTS ORWITH REFERENCE TO RELEVANT GUIDELINE DIMENSIONS GIVEN IN THEAPPLICABLE STANDARDS, TMR GUIDELINES, AND AUSTROADS.
6 CIRCULATION OF WHEELCHAIRS SHOULD BE CONSIDERED AT EACH BUS STOPBASED ON SITE SPECIFIC CONDITIONS AND TO ADDRESS COMPLIANCE WITHDSAPT. LINE-MARKING OF THE 2No. ALLOCATED SPACES (PWD WAITINGZONES) IS NOT REQUIRED.
7 TACTILE GROUND SURFACE INDICATORS (TGSI) SHOULD PREFERABLY BEINSTALLED AS SHOWN ON THE TRANSLINK DRAWINGS. WHERE THERE IS APATHWAY ACCESSING A BUS STOP, DIRECTIONAL TGSI SHALL BE INSTALLEDFOR THE FULL WIDTH OF THE PATH OF TRAVEL OVER A MINIMUM 600MMDEPTH AND PERPENDICULAR TO THE DIRECTION OF TRAVEL WHENAPPROACHING. DIRECTIONAL TGSI SHALL BE USED ACROSS THE OPEN SPACEFROM THE ACCESS PATHWAY DIRECTIONAL TGSI TO THE BOARDING POINTWARNING TGSI. TGSI TO EXTEND TO THE SHORELINE - I.E. BUILDING LINE,WALL, A FENCE, A KERB, OR A GRASS VERGE WHERE APPLICABLE.
8 THE COLOUR OF TGSI SHALL BE SELECTED BASED ON SITE SPECIFICREQUIREMENTS. INTEGRATED TGSI SHALL HAVE A MINIMUM COLOURCONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT REFLECTED FROMTHE SURFACE OF THE ADJACENT PATH OF TRAVEL. FOR EXAMPLE; FOR ALIGHT CONCRETE COLOURED PATH OF TRAVEL, DARK COLOURED (E.G.BLACK) TGSI MAY BE APPROPRIATE. FOR A BLACK BITUMEN PATH OF TRAVELLIGHT COLOURED (E.G. WHITE OR YELLOW) TGSI MAY BE APPROPRIATE. THISCONTRAST MUST BE MAINTAINED IN BOTH WET AND DRY CONDITIONS.
SHELTER9 FOR OPTIONS OF SHELTER TYPES FOR INTERMEDIATE AND PREMIUM STOPS
REFER TO TRANSLINK DRAWINGS. WHERE A SHELTER ABUTS A CONTINUOUSACCESSIBLE PATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRASTAGAINST BACKGROUND (E.G. FLOORING).
FURNITURE & SIGNAGE10 FOR DETAILS OF BUS STOP SIGNAGE (J-POLE/BLADE) AND FOOTING DETAILS
REFER TO TRANSLINK SIGNAGE MANUAL.11 SETOUT OF BLADE SIGN (REFER TO THE PREMIUM STOP TRANSLINK
DRAWING) IS POSITIONED AS SHOWN DUE TO BUS STOP OPERATIONS, ANDROAD SAFETY REQUIREMENTS AND IS NON-COMPLIANT WITH DSAPT. PLEASELIAISE WITH TRANSLINK FOR DETAILS ON THIS REQUIREMENT.
12 BUS STOP SEAT SHOULD INCLUDE ANODISED ALUMINIUM BATTENS WITHARMRESTS ALONG THE SEAT. SEATS SHOULD BE BOLTED TO HARDSTANDAREA, AND MADE FROM EASILY MAINTAINED MATERIALS. SEATS TO BECOMPLIANT WITH DSAPT. WHERE A SEAT ABUTS A CONTINUOUS ACCESSIBLEPATH OF TRAVEL, ENSURE MINIMUM 30% LUMINANCE CONTRAST AGAINSTBACKGROUND (E.G. FLOORING).
13 BUS STOP BIN SHOULD BE AN 80 LITRE CIRCULAR CONSTRUCTION (SMALLSLOT PERFORATIONS) WHICH CAN BE EASILY MAINTAINED. BIN SHOULDINCLUDE A GALVANISED STEEL LINER AND A BIRD-PROOF LID. WHERE BINABUTS A CONTINUOUS ACCESSIBLE PATH OF TRAVEL ENSURE MINIMUM 30%LUMINANCE CONTRAST AGAINST BACKGROUND (E.G. FLOORING). BIN TO BEMINIMUM 500MM SETBACK FROM ACCESS PATHWAY.
ADDITIONAL REQUIREMENTS14 ALL BUS STOPS TO BE DSAPT COMPLIANT. FOR FURTHER GUIDANCE REFER
TO THE RELEVANT STANDARDS, TRANSLINK GUIDANCE AND RELEVANT LOCALGOVERNMENT REQUIREMENTS.
15 ALL BUS STOP COMPONENTS SHOULD BE POSITIONED IN CONSIDERATION OFRELEVANT ONSITE CONDITIONS WITH REFERENCE TO THE GUIDANCECONTAINED WITHIN THE PTIM, AND FOR ADDITIONAL REQUIREMENTS ANDDESIGN ALTERNATIVES REFER TO THE COMPONENTS TABLE CONTAINED INTHE PTIM.
16 REFER TO PTIM GLOSSARY FOR DEFINITIONS OF TERMS AND PTIMABBREVIATIONS FOR DEFINITIONS OF ACRONYMS.
17 ALL DRAWING DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
* DIMENSION TO BE CONFIRMED ON SITE IN RELATION TO SITE CONDITIONS.
25m PREFERRED 10m MINIMUM
CL BUS STOP SIGN
DIRECTION OF TRAFFIC FLOW
HARDSTAND& EXTENSION
BUS ZONE
LENGTH VARIES TO SUIT QUANTITY ANDTYPE OF BUSES USING STOP AND TYPE
OF OPERATION
PTIM, BUS STOP INFRASTRUCTURE CHAPTERINTERMEDIATE STOP - SITE LAYOUT - WITHOUT INDENTED BUS BAY
ADRG 5-0021
1-
KEY PLAN1:500@A3
2-
SITE LAYOUT PLAN1:100@A3
- JULY 2013
TOP OF KERB FACE.
NOMINAL SHORELINE.
300
600
SETOUT OF BUS STOP SIGNAGE, REFER NOTES.207
0 MIN
IMUM
WARNING TGSI'S TO BE INSTALLED AT ALL STOPS, REFER NOTES.
MANDATORY MINIMUM CONCRETE HARDSTAND BOARDING POINTAREA SHOWN DIAGONAL HATCHED, REFER NOTES.
HARDSTAND AREA - LENGTH MAY VARY
600
BIN, REFER NOTES.
YELLOW BUS STOP MARKINGS IF REQUIRED, AS PER REGULATIONS
8000
INTERMEDIATE SHELTER.
25m PREFFERED 10m MINIMUM
210
DIRECTIONAL TGSI'S TO BE INSTALLED AND EXTEND TO SHORELINE,REFER NOTES.
MIN.
HARDSTAND SIZE MAY VARY DEPENDING ON EXISTING SITECONDITIONS.
CL
CL
EXTENSION TO HARDSTAND AREA TO INCORPORATE BIN ANDFACILITATE ACCESS TO BACK FACE OF BUS STOP SIGNAGE.
300TO SIGN FACE
LIGHT POLE (SITE SPECIFIC).
1200 MIN.
1200
MIN
.
2070 MINIMUM
EDGE OF SHELTER TO EDGE OF HARDSTAND.
350
350
2NO. 800x1300 PWD WAITING ZONES.
APPROX. 2m AREA TO BE KEPT CLEAR OF ALL INFRASTRUCTURE FORMAINTENANCE ACCESS TO LIGHTBOX/ ADVERTISING CABINET .
2500
150CL
500
ACCESS PATHWAY MINIMUM 1200MM(WIDTH VARIES).
*
EXISTING OR FUTURE ACCESS PATHWAYLOCATION, CONFIRM ON SITE.
4200
6460 790 600
1500
1540 MIN. 2500 MIN.
*
*
BUS ZONE SIGNREFER MUTCDPART 11
BUS ZONE SIGNREFER MUTCDPART 11
NOTES:HARDSTAND1 THE MANDATORY (COMPLIANT TO DSAPT) MINIMUM BOARDING POINT
HARDSTAND AREA IS 1540MM X 2070MM, POSITIONED AS SHOWN ON T