Local Government
Infrastructure Design Association
STANDARD DRAWINGS
APPENDIX 'G' - IDM VERSION 5.3
The Infrastructure Design Manual Standard Drawings are prepared and
maintained by the Local Government Infrastructure Design Association
P.O, Box 212
GOLDEN SQUARE VIC 3555
and is licensed under a
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License
STANDARD DRAWING COVER SHEET
STANDARD DRAWING COVER SHEET
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
LAST UPDATED 26/02/2020
SD000
SD000
STANDARD DRAWING SHEET INDEX
STANDARD DRAWING SHEET INDEX
DRAWING NO.
DRAWING TITLE
LAST UPDATED
DRAWING NO.
DRAWING TITLE
LAST UPDATED
SD000
STANDARD DRAWING COVER SHEET
26/02/2020
SD431
900 x 600mm SIDE ENTRY PIT PIPES UP TO 450mmØ
26/02/2020
SD001
STANDARD DRAWING SHEET INDEX
24/03/2020
SD435
SIDE ENTRY PIT 900mm INLET WITH CAST IRON COVER 'SM2'
26/02/2020
SD100
TYPICAL KERB PROFILES ' B' TYPE, 'SM' TYPE & 'M' TYPE
20/03/2015
SD440
SIDE ENTRY PIT 900mm INLET WITH CAST IRON COVER 'SM2-M'
26/02/2020
SD105
TYPICAL KERB PROFILES ' B' TYPE & 'M' TYPE
26/02/2020
SD441
GRATED SIDE ENTRY PIT WITH LIGHTWEIGHT COVER 'SM2-M'
26/02/2020
SD110
TYPICAL KERB BEDDING DETAIL
12/03/2020
SD445
DOUBLE SIDED ENTRY PIT 1900mm INLET WITH APPROVED COVER 'B2'
26/02/2020
SD115
TYPICAL INDUSTRIAL KERB LAYBACK
12/03/2020
SD450
DOUBLE SIDED ENTRY PIT 1900mm INLET WITH APPROVED COVER 'SM2'
26/02/2020
SD120
LAYBACK FOR 'B2' & 'B3' KERBING
26/02/2020
SD455
DEPRESSED GRATED PIT
26/02/2020
SD130
KERB & CHANNEL INSTALLATION ABUTTING EXISTING PAVEMENT
12/03/2020
SD460
INLET CATCH PIT
26/02/2020
SD140
HEAVY DUTY KERB ADAPTORS FOR 'B2' & 'SM2' KERBS
26/02/2020
SD475
GRATED SIDE ENTRY PIT INLET 900mm WITH CONCRETE SURROUND 'B2'
26/02/2020
SD145
SUBSOIL DRAIANGE
26/02/2020
SD480
GRATED PIT FOR SM2 MODIFIED KERB & CHANNEL
26/02/2020
SD200
PEDESTRIAN CROSSING
26/02/2020
SD481
ALTERNATE GRATED PIT FOR SM2 MODIFIED KERB & CHANNEL 'SM2-M'
26/02/2020
SD205
TYPICAL FOOTPATH DETAIL
26/02/2020
SD490
900 x 600mm SIDE ENTRY PIT WITH GRATING
26/02/2020
SD206
TYPICAL HOT MIX ASPHALT FOOTPATH
26/02/2020
SD495
SPOON PIT WITH GRATING
12/03/2020
SD210
TYPICAL FOOTPATH JOINTS
06/02/2019
SD496
MODIFIED EXISTING PIT TO GRATED PIT IN VEHICLE CROSSING_LAYBACK
26/02/2020
SD220
REINFORCED CONCRETE PAVEMENT ISOLATION JOINT
12/03/2020
SD497
REINFORCED CONCRETE WINGWALL (IN-SITU)
26/02/2020
SD225
REINFORCED CONCRETE PAVEMENT TYPICAL JOINT DETAILS
06/02/2019
SD498
CONCRETE ENDWALL FOR PIPES UP TO 375mmØ (WALKWAYS,PATHS,TRACKS)
26/02/2020
SD235
RETROFIT RESIDENTIAL VEHICLE CROSSING DETAIL
26/02/2020
SD500
CATCH DRAIN DETAILS
20/03/2015
SD236
RETROFIT INDUSTRIAL VEHICLE CROSSING DETAIL
26/02/2020
SD505
HOUSE DRAIN TO KERB & CHANNEL
26/02/2020
SD240
NEW RESIDENTIAL SINGLE VEHICLE CROSSING DETAIL
26/02/2020
SD510
HOUSE DRAIN UNDER ROAD PAVEMENT
26/02/2020
SD245
NEW RESIDENTIAL SHARED_DOUBLE VEHICLE CROSSING DETAILS
26/02/2020
SD515
STREET DRAIN CONNECTION
26/02/2020
SD250
NEW INDUSTRIAL VEHICLE CROSSING DETAIL
26/02/2020
SD516
STREET DRAIN CONNECTION (45° TO PIPE WHERE COVER LIMITED)
26/02/2020
SD255
TYPICAL SWALE DAIN VEHICLE CROSSING (RURAL ENTRANCE)
26/02/2020
SD520
EASEMENT DRAIN CONNECTION
26/02/2020
SD260
TYPICAL SWALE DRAIN VEHICLE CROSSING (FRINGE URBAN OR RURAL)
12/03/2020
SD525
FLUSHOUT RISER DETAIL
20/03/2015
SD265
TYPICAL SEMI OR B DOUBLE VEHICLE CROSSING (RURAL ENTRANCE)
26/02/2020
SD530
FLUSHOUT RISER COVER DETAIL
20/03/2015
SD270
FOOTPATH TO PEDESTRIAN CROSSINGS DDA COMPLIANCE DETAILS
24/03/2020
SD535
DRAINAGE PIPE ANCHOR BLOCK
20/03/2015
SD310
TRENCHING BACKFILL (TRENCHES WITHIN 1m OF COUNCIL ASSETS)
20/02/2019
SD600
TYPICAL ROAD PROFILES RURAL
20/03/2015
SD400
TYPICAL PIT DIMENSIONING AND SETTING OUT DETAIL
26/02/2020
SD605
TYPICAL ROAD PROFILES ACCESS PLACE & STREET( LEVEL 1 & 2)
26/02/2020
SD405
UNHAUNCHED PITS (450Ø MAX. PIPE)
26/02/2020
SD610
TYPICAL ROAD PROFILES LOW DENSITY RESIDENTIAL (RURAL ACCESS)
26/02/2020
SD410
HAUNCHED PITS
26/02/2020
SD615
TYPICAL ROAD PROFILES RURAL LIVING (LOW DENSITY RESIDENTIAL)
26/02/2020
SD415
MIN. WALL THICKNESS FOR REINFORCEMENT IN MASS CONCRETE PITS
20/03/2015
SD620
TYPICAL ROAD PROFILES COMMERCIAL STREET_INDUSTRIAL STREET
26/02/2020
SD420
JUNCTION PIT IN ROAD RESERVE
12/03/2020
SD625
PREFERRED SERVICE LOCATIONS FOR RURAL ACCESS STREETS
04/04/2016
SD425
JUNCTION PIT WITH CONCRETE COVER (NON TRAFFICABLE AREAS)
26/02/2020
SD630
PREFERRED SERVICE LOCATIONS FOR RESIDENTIAL ACCESS STREETS
04/04/2018
SD426
JUNCTION PIT WITH NON-CONCRETE COVER (NON TRAFFICABLE AREAS)
26/02/2020
SD635
PREFERRED SERVICE LOCATIONS FOR COLLECTOR ROAD LEVEL 1
04/04/2016
SD430
SIDE ENTRY PIT 900mm INLET WITH CAST IRON COVER 'B2'
26/02/2020
SD640
PREFERRED SERVICE LOCATIONS FOR COLLECTOR ROAD LEVEL 2
04/04/2016
STANDARD DRAWING SHEET INDEX
STANDARD DRAWING SHEET INDEX
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 24/03/2020
LAST UPDATED 24/03/2020
SD001
SD001
300
40
110
300
40
LINE OF KERB
110
150
150
275
300
300
25
150
140
150
150
R
R
25
300
R
R
25
25
225R
25x25mm
CHAMFER
R
10
110
25
R
R
25x25mm
CHAMFER
25
25
150
190
25x25mm
CHAMFER
40
125
110
LINE OF KERB
5
40
LINE OF KERB
R1
LINE OF KERB
200
450
B1
450
B2
300
SM1
B3
LINE OF KERB
LINE OF KERB
LINE OF KERB
LINE OF KERB
50
5
R1
110
25x25mm
CHAMFER
275
235
40
140
150
275
150
25x25mm
CHAMFER
85
125
5
R
75
225R
10
190
200
25x25mm
CHAMFER
25x25mm
CHAMFER
300
125
250
5
110
R1
40
190
R1
300
600
600
600
SM2
SM2-M (MODIFIED)
150 TO 300
SM3
EDGE STRIP
NOTES:
9.
10.
11.
40
25x25mm
CHAMFER
300
300
50
SHARP
TRANSITION
10
25x25mm
CHAMFER
5
5
600
M1
200
R1
140
200
150
300
50
SHARP
TRANSITION
R1
250
0
6.
7.
8.
25
LINE OF KERB
300
R1
4.
5.
300
50
5
3.
LINE OF KERB
LINE OF KERB
R1
2.
REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
SPECIFIC REQUIREMENTS.
REFER TO AUSTROADS GUIDE TO ROAD DESIGN 2016 PART 3: GEOMETRIC
DESIGN FOR THE RECOMMENDED USE OF KERBS AND CHANNELS.
CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USED
IN EXTRUSION MACHINES.
BEDDING TO BE COMPACTED CLASS 3 F.C.R. UNLESS OTHERWISE DIRECTED.
( REFER SD110 )
INCREASE OVERALL KERB PROFILE (DEPTH OF CONCRETE):
a) 80mm FOR COMMERCIAL PROPERTIES
b) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TO
HAVE 40mm COVER)
CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
CONCRETE SPONGE FINISHED ON LAYBACK.
CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
- 75mm MINIMUM DEPTH
ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.
WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.
LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.
175
1.
600
M2
M3
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL KERB PROFILES 'B' TYPE,
TYPICAL
PROFILES 'B' TYPE,
'SM' TYPE
& 'M'KERB
TYPE
'SM' TYPE & 'M' TYPE
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/03/2015
LAST UPDATED 20/03/2015
SD
100
SD 100
NOT TO SCALE
NOT
TO SCALE
LINE OF KERB
40
LINE OF KERB
110
300
40
LINE OF KERB
LINE OF KERB
110
300
40
LINE OF KERB
50
110
25
R1
150
330
280
380
220
255
150
230
230
380
R
25
380
R
R
25
25
25x25mm
CHAMFER
0
10
R1
R
25
25x25mm
CHAMFER
R
25x25mm
CHAMFER
R
25
40
25
150
5
25x25mm
CHAMFER (Typ.)
50
75
300
50
N12 BARS @ 150mm
CENTRES OR EQUIVALENT
200
450
450
B1 (INDUSTRIAL)
B2 (INDUSTRIAL)
B3 (INDUSTRIAL)
LINE OF KERB
300
300
EDGE STRIP (INDUSTRIAL)
50
SHARP
TRANSITION
25x25mm
CHAMFER
NOTES:
1.
R1
R1
5
5
10
280
220
230
280
2.
3.
4.
50
75
75
600
50
75
75
5.
600
N12 BARS @ 150mm
CENTRES OR EQUIVALENT
M2 (INDUSTRIAL)
M1 (INDUSTRIAL)
300
50
SHARP
TRANSITION
50
N12 BARS @ 150mm
CENTRES OR EQUIVALENT
LINE OF KERB
300
25x25mm
CHAMFER
40
75
300
N12 BARS @ 150mm
CENTRES OR EQUIVALENT
6.
7.
8.
M3 (INDUSTRIAL)
9.
10.
11.
REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
SPECIFIC REQUIREMENTS.
REFER TO AUSTROADS GUIDE TO ROAD DESIGN 2016 PART 3: GEOMETRIC
DESIGN FOR THE RECOMMENDED USE OF KERBS AND CHANNELS.
CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
USED IN EXTRUSION MACHINES.
BEDDING TO BE COMPACTED CLASS 3 F.C.R. UNLESS OTHERWISE DIRECTED.
( REFER SD110 )
INCREASE OVERALL KERB PROFILE (DEPTH OF CONCRETE):
a) 80mm FOR COMMERCIAL PROPERTIES
b) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TO
HAVE 40mm COVER)
CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
CONCRETE SPONGE FINISHED ON LAYBACK.
CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
- 75mm MINIMUM DEPTH
ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.
WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.
LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL INDUSTRIAL KERB PROFILES
'B' TYPE
& 'M' TYPE
TYPICAL INDUSTRIAL KERB PROFILES
Infrastructure Design Manual Standard Drawings'B' TYPE
& of'M'
A copy
theTYPE
Infrastructure Design
Local Government
Infrastructure Design Association
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD
105
SD 105
LAST UPDATED 26/02/2020
NOT
SCALE
NOT TOTO
SCALE
LINE OF KERB
ALL SET OUT TAKEN TO BACK OF
KERB UNLESS OTHERWISE SPECIFIED
100mm MIN
APPROVED
SUBGRADE
150
KERB BEDDING TO
EXTEND PAST B.O.K.
TYPICAL KERB BEDDING
NOTES:
1.
BEDDING TO BE COMPACTED CLASS 3 F.C.R. 20mm BEDDING TO 97% MMD OR
EXTENSION OF ROAD PAVEMENT LAYERS, WHICHEVER IS GREATER. UNLESS
OTHERWISE DIRECTED.
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL KERB BEDDING DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 12/03/2020
SD 110
SCALE 1:10
LINE OF KERB
REFER PLANS
FOR PAVEMENT
LEVELS
ALL SET OUT TAKEN TO BACK OF
KERB UNLESS OTHERWISE SPECIFIED
300
150
750
'B' KERB
(INDUSTRIAL)
BEYOND
40
15x15mm
CHAMFER
90
25x25mm
CHAMFER
320
230
10
50
APPROVED
SUBGRADE
1200
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
150
N12 BARS @ 150mm CENTRES
OR EQUIVALENT FOR FULL
LENGTH OF LAYBACK
TYPICAL SECTION FOR INDUSTRIAL
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
SPECIFIC REQUIREMENTS.
REFER TO AUSTROADS GUIDE TO ROAD DESIGN 2016 PART 3: GEOMETRIC
DESIGN FOR THE RECOMMENDED USE OF KERBS AND CHANNELS.
CONCRETE SHALL BE NORMAL CLASS 32MPa STANDARD STRENGTH GRADE
COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
USED IN EXTRUSION MACHINES.
BEDDING TO BE COMPACTED CLASS 3 F.C.R. UNLESS OTHERWISE DIRECTED.
( REFER SD110 )
CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
CONCRETE SPONGE FINISHED ON LAYBACK.
CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
- 75mm MINIMUM DEPTH
ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.
WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.
LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL INDUSTRIAL KERB LAYBACK
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 12/03/2020
SD 115
SCALE 1:10
LINE OF KERB
ALL SET OUT TAKEN TO BACK OF
KERB UNLESS OTHERWISE SPECIFIED
300
'B' KERB BEYOND
15x15mm
CHAMFER
25x25mm
CHAMFER
25
90
40
750
R
R
10
D = 240
REFER PLANS
FOR PAVEMENT
LEVELS
150
150
10
APPROVED
SUBGRADE
1200
150
100mm MIN
TYPICAL SECTION FOR RESIDENTIAL
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR SPECIFIC REQUIREMENTS
BEDDING TO BE COMPACTED CLASS 3 F.C.R. 20mm BEDDING TO 97% MMD OR EXTENSION OF
ROAD PAVEMENT LAYERS, WHICH EVER IS GREATER. UNLESS OTHERWISE DIRECTED
INCREASE DEPTH OF CONCRETE 80mm FOR COMMERCIAL PROPERTIES ('D' + 80mm)
CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB
CONCRETE SPONGE FINISHED ON LAYBACK
CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
- 75mm MINIMUM DEPTH
ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS
WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
FOR TYPICAL INDUSTRIAL KERB LAYBACK SEE DRAWING SD115.
ALL MEASUREMENTS IN MILLIMETRES
LAYBACK FOR 'B2' & 'B3' KERBING
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 120
SCALE 1:10
NEW KERB PROFILE
MATCH EXISTING
INVERTS.
MINIMUM SEAL OVERLAP
300 MIN.
SAWCUT LINE
600 MIN.
KEY FOR ASPHALT
LINE OF KERB
EXISTING
PAVEMENT
100mm MIN.
(REFER NOTE 2)
250
150
MIN.
ASPHALT WEARING COURSE
EXISTING SUBGRADE
OVERALL PAVEMENT DEPTH TO BE MIN.
250mm OR MATCH TO EXISTING PAVEMENT
TYPICAL SECTION
NOTES:
1.
2.
3.
4.
5.
6.
7.
REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
SPECIFIC REQUIREMENTS.
100mm MINIMUM COMPACTED DEPTH OF CLASS 3, 20mm F.C.R. BEDDING TO
97% MMDD OR EXTENSION OF ROAD PAVEMENT LAYERS, WHICH EVER IS
GREATER. UNLESS OTHERWISE DIRECTED.
WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF
TYPE N, 10mm NOMINAL SIZE (U.N.O.)
CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
- 75mm MINIMUM DEPTH
WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
USED IN EXTRUSION MACHINES.
CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
ALL MEASUREMENTS IN MILLIMETRES
KERB & CHANNEL INSTALLATION ABUTTING
EXISTING PAVEMENT
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 12/03/2020
SD 130
SCALE 1:10
B2 KERB ADAPTOR
INSERT 100mm DIA
KERB ADAPTOR
EXISTING SM2 KERB
PROFILE
B2 KERB WITH HEAVY
DUTY KERB ADAPTOR
SECTIONAL VIEW
B2 KERB ADAPTOR
NOTES:
ALL KERB ADAPTORS ARE TO BE AN APPROVED
PROPRIETARY PRODUCT CONSTRUCTED FROM EITHER
HEAVY DUTY UPVC OR HOT DIPPED GALVANIZED MILD
STEEL. KERB IS TO BE NEATLY SAW CUT & KERB
ADAPTOR EPOXIED INTO POSITION.
INSERT 100mm DIA
KERB ADAPTOR
SM2 KERB ADAPTOR
EXISTING SM2 KERB
PROFILE
SM2 KERB WITH HEAVY
DUTY KERB ADAPTOR
SECTIONAL VIEW
SM2 KERB ADAPTOR
ALL MEASUREMENTS IN MILLIMETRES
HEAVY DUTY KERB ADAPTORS FOR
'B2' AND 'SM2' KERBS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 140
SCALE 1:10
LINE OF KERB
APPROVED 14mm
AGGREGATE
PAVEMENT DEPTH
100mm DEPTH LOAM
50
300
150
MIN.
(OPTIONAL LOCATION)
300
APPROVED 100 CLASS 400 SLOTTED/PERFORATED
SUBSOIL DRAIN WITH GEOTEXTILE SOCK SURROUND
300
IN HIGHLY EXPANSIVE CLAY H.D.POLYETHYLENE
MOISTURE BARRIER SHEETING IS TO EXTEND
UNDER THE KERB & LINE THE SUBSOIL TRENCH
& GEOTEXTILE FABRIC IN OTHER SITUATIONS
CAPPING LAYER FOR EXPANSIVE
SOILS OR WHERE NOMINATED
BY PROJECT PAVEMENT DESIGN
(REFER NOTE 3 & 4)
TYPICAL SECTION
NOTES:
1.
2.
3.
4.
THE DRAINS SHALL BE LAID ON A GRADE PARALLEL TO THE FINISHED SURFACE.
FOR FLUSHOUT RISER DETAILS REFER TO STANDARD DRAWINGS SD525 & SD530.
WHERE THE SUBGRADE IS CLASSIFIED AS BEING EXPANSIVE, SUBSURFACE PAVEMENT DRAINS
SHALL BE DESIGNED TO BE CONTAINED WHOLLY WITHIN THE CAPPING LAYER. IN ADDITION, NO
PART OF THE SUBSURFACE DRAINAGE TRENCH SHALL BE LOCATED WITHIN 150 MM OF THE
UNDERLYING SUBGRADE. IF NECESSARY, THE CAPPING LAYER MAY HAVE TO BE THICKENED TO
SATISFY THIS REQUIREMENT.
WHERE REQUIRED BY PAVEMENT DESIGN, CAPPING LAYER OF LOW PERMEABILITY PLACED
IMMEDIATELY BELOW THE PAVEMENT SUB-BASE TO MINIMISE CHANGES IN THE MOISTURE
CONTENT IN THE MATERIAL BELOW THE CAPPING LAYER (REFER S204 VICROADS SPECIFICATION)
ALL MEASUREMENTS IN MILLIMETRES
SUBSOIL DRAINAGE
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 145
NOT TO SCALE
50 - NEW AREAS
300 - EXIST. AREAS
500 - SHARED PATHS
150 - 'B' TYPE
300 - 'SM' TYPE
T.P.
750
RADIUS VARIES
EJ
A
1500 MIN
NA
TU
RE
ST
RI
P
RADIUS VARIES
750
A
1500
EJ
WEAKENED PLANE JOINTS
MIN.
50 - NEW AREAS
300 - EXIST. AREAS
500 - SHARED PATHS
ST
RE
ET
/B
UI
LD
I
NG
AL
IG
NM
NATURE STRIP
EN
T
EJ
NATURE STRIP
EJ
LEGEND:
1500
T.P.
EXPANSION JOINT
150 FOR 'B' TYPE
300 FOR 'SM' TYPE
750
1500
MIN.
750
EJ
WEAKENED PLANE JOINTS
TYPICAL ARRANGEMENT PLAN
NOTE:
LANDING ZONE TO BE A MIN. 1.5m IN THE
DIRECTION OF TRAVEL AT 2% MAX GRADE.
NOTES:
1.
LOCATION OF CROSSINGS TO BE CASE BY CASE & TO BE
APPROVED BY COUNCIL.
2. CROSSING GENERALLY TO BE LOCATED AT TANGENT POINTS.
FOOTPATH
1500 LANDING PRAM CROSSING (KERB RAMP)
3. CONCRETE TO BE SMOOTH TROWELLED FINISH ON TRAY.
4. CONCRETE TO BE FINE SOFT HAIR BROOM FINISH ON LAYBACK.
1500 MAX
5. MINIMUM CONCRETE STRENGTH TO BE 25 MPA.
2% CROSSFALL
1 IN 8 MAX
6. BEDDING TO BE COMPACTED CLASS 3 (OR BETTER) F.C.R.
UNLESS OTHERWISE DIRECTED
7. IF SPLAY IS NOT REQUIRED FOOTPATH IS TO CONTINUE
THROUGH TO LAYBACKS.
100mm COMPACTED DEPTH OF
8. TGSI'S (TILES), WHERE REQUIRED, ARE TO BE TO BE INSTALLED
CLASS 3, 20mm NOM. SIZE FINE
600
TO AS1428.4
CRUSHED ROCK. BEDDING
9. WHERE ANY NEW CONCRETE ABUTS EXISTING CONCRETE
COMPACTED TO 97%
INSTALL R16Ø DOWELS IN 125mm THICK CONCRETE OR R10Ø
LAYBACK THICKNESS 150mm
DOWELS IN 75mm THICK CONCRETE DOWELS @ MAX 600 CTS
10. REFER SD 205, SD270 FOR FURTHER FOOTPATH DETAILS
SECTION A-A
NOT TO SCALE
ALL MEASUREMENTS IN MILLIMETRES
PEDESTRIAN CROSSING
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 200
SCALE 1:10
50 - NEW AREAS
300 - EXIST. AREAS
500 - SHARED PATH
1500mm
WPJ
EJ
WPJ
WPJ
WPJ
WPJ
B
)
1200
A
C
225
A
(2500mm SHARED PATH)
BOUNDARY LINE (
SL72 MESH PLACED CENTRALLY
THROUGHOUT PAVING USING BAR CHAIRS.
25 MPA MIN. STRENGTH CONCRETE
C
225mm DISHED CHANNEL TO BE
CONSTRUCTED IN VERGE
REVERSE FALL SITUATIONS
WHERE APPROVED BY COUNCIL.
REFER SD210
B
PLAN
REFER NOTE 1.
D
EJ
WPJ
WPJ
WPJ
WPJ
WPJ
REFER SD210
SL72 MESH SLAB REINFORCEMENT CENTRAL
100mm THICK LAYER OF CLASS 3 FCR
SECTION A-A
BEDDING COMPACTED TO 97% MODIFIED
TYPICAL 125mm & 150mm FOOTPATH SECTION

1500mm (2500mm SHARED PATH)
50 - NEW AREAS
300 - EXIST. AREAS
500 - SHARED PATH
SL72 MESH SLAB
REINFORCEMENT CENTRAL
75
1 IN 40 CROSSFALL
D
LEGEND:
EXPANSION JOINT
( REFER SD210 )
NATURE STRIP
100mm THICK LAYER OF CLASS 3 FCR
BEDDING COMPACTED TO 97% MODIFIED
WEAKENED PLANE JOINTS
@ 1200mm CRS.
SECTION B-B
TYPICAL 125mm & 150mm FOOTPATH SECTION
25
FALL
FALL
NATURE STRIP
NOTES:
1.
2.
3.
'D' = DEPTH OF CONCRETE FOOTPATH
TYPICAL RESIDENTIAL 'D'= 125mm THICK (25 MPa)
TYPICAL INDUSTRIAL / COMMERCIAL 'D' = 150mm (32MPa)
WEAKENED PLANE JOINTS (W.P.J) TO BE MADE WITH
T-IRON (OR CONCRETE SAW WITHIN 24 Hrs OF POUR).
REFER TO IDM CLAUSE 13.3 FOR ADDITIONAL
REQUIREMENTS
225
75
SECTION C-C
DISHED CHANNEL
(ONLY TO BE USED WITH COUNCIL APPROVAL)
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL FOOTPATH DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 205
NOT TO SCALE
1500mm (2500mm SHARED PATH)
REFER NOTE 2.
500mm LONG 75x15mm
JOINER TIMBER FOR
SECURING 100x15mm
EDGE TIMBERS.
50
500
50
350x50x50mm STAKES AT
1750mm CENTRES MAX.
30mm ASPHALT SURFACE
BOUNDARY
LINE
TYPICAL 130mm ASPHALT PATH WITH TIMBER EDGE PLAN
1500mm (2500mm SHARED PATH)
50
100x15mm TMBER EDGE
NAIL FIXED TO STAKES
D
1 IN 40 CROSSFALL
REFER NOTE 2.
350x50x50mm STAKES AT
1750mm CENTRES MAX.
75x15mm JOINER
TIMBER GALVANISED
NAIL FIXED TO TIMBER
NATURAL
SURFACE
MIN. WEARING COURSE OF
30mm COMPACTED DEPTH
TYPE 'L' ASPHALT (SIZE 7mm)
MIN. BASE LAYER OF 100mm THICK CLASS 2 F.C.R.
BEDDING COMPACTED TO 97% MODIFIED
TYPICAL 130mm ASPHALT PATH WITH TIMBER EDGE SECTION
NOTES:
1.
2.
'D' = DEPTH OF ASPHALT FOOTPATH
TYPICAL ASPHALT FOOTPATH DEPTH 'D'= 130mm
VARIED 'D' MAY OCCUR DEPENDANT ON APPROVED PAVEMENT MAKE UP
IF SURFACE DRAINAGE REDIRECTION IS NECESSARY DUE TO REVERSE FALL
OF ADJACENT AREAS REPLACE TIMBER EDGE WITH CONCRETE DISHED
CHANNEL AS PER SD205 'SECTION C-C' (COUNCIL APPROVAL REQUIRED)
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL HOT MIX
ASPHALT FOOTPATH
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 206
NOT TO SCALE
APPROVED 12mm WIDE BITUMINOUS JOINTING STRIP OR
APPROVED PROPRIETARY EXPANSION JOINT FOR FULL WIDTH
& DEPTH OF PATH BETWEEN POURS. MAX SPACING 15m
APPROVED BOND BREAKING AGENT APPLIED
TO DOWEL EXTEND 25mm BEYOND JOINT
R16 x 800mm LONG DOWEL
BAR AT 300 CTS MAX
75
25
125
SL72 MESH SLAB REINFORCEMENT
PVC SLIP CAP TO
SUIT DOWEL BAR
50
12
500
500
75mm FOOTPATH EXPANSION JOINT - SECTION
(EXISTING DEVELOPED AREAS ONLY)
APPROVED 12mm WIDE BITUMINOUS JOINTING STRIP OR
APPROVED PROPRIETARY EXPANSION JOINT FOR FULL WIDTH
& DEPTH OF PATH BETWEEN POURS. MAX SPACING 15m
APPROVED BOND BREAKING AGENT APPLIED
TO DOWEL EXTEND 25mm BEYOND JOINT
R16 for 125mm,R20 for 150mm x 800mm
LONG DOWEL BAR AT 300 CTS MAX
PVC SLIP CAP TO
SUIT DOWEL BAR
D
SL72 MESH SLAB REINFORCEMENT
25
12
* 'D' DENOTES DEPTH OF FOOTPATH
125mm & 150mm FOOTPATH EXPANSION JOINT - SECTION
NOTES:
1.
2.
'D' = DEPTH OF CONCRETE FOOTPATH
TYPICAL RESIDENTIAL 'D'= 125mm THICK (25 MPa)
TYPICAL INDUSTRIAL / COMMERCIAL 'D' = 150mm (32MPa)
APPROVED PROPRIETARY JOINTS CAN BE USED WITH COUNCIL
APPROVAL.
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL FOOTPATH JOINTS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 06/02/2019
SD 210
NOT TO SCALE
WPJ
WPJ
IJ
IJ
WPJ
WPJ
WPJ
WPJ
IJ
IJ
PIT / ACCESS HOLE AT EDGE (PLAN)
WPJ
WPJ
WPJ
WPJ
IJ
WPJ
WPJ
IJ
PIT / ACCESS HOLE NOT AT EDGE (PLAN)
LEGEND:
ISOLATION JOINT
WEAKENED PLANE JOINT
(TOOLED JOINTS)
10mm THICK BITUMEN
IMPREGNATED FIBREBOARD OR AN
APPROVED EQUIVALENT FILLER
75
1
-
EXISTING STRUCTURE / SLAB
D+50
D
SLAB REINFORCEMENT
SLAB EDGE THICKENING
10
100
300
TYPICAL SECTION
SCALE 1:10
TOP 10mm TO BE FILLED WITH APPROVED POURING
GRADE SEALANT TO MANUFACTURER'S SPECIFICATIONS
10
10mm THICK BITUMEN IMPREGNATED FIBREBOARD
OR AN APPROVED EQUIVALENT FILLER
DETAIL
SCALE 1:5
1
-
NOTES:
1.
'D' DENOTES DEPTH OF CONCRETE PAVEMENT
ALL MEASUREMENTS IN MILLIMETRES
REINFORCED CONCRETE PAVEMENT
ISOLATION JOINT
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 12/03/2020
SD 220
SCALE 1:10
FUTURE SLAB
N16 for 125mm, N20 for 150mm x 800mm LONG
REINFORCEMENT BAR AT 300 CTS TO BE
BENT DOWN TO GROUND LEVEL FOR
SAFETY AFTER CONSTRUCTION OF JOINT
SLAB REINFORCEMENT
D/2
D
75
400
VERTICAL FACE TO BE FORMED
WITH AN APPROVED METHOD
TYPICAL FUTURE CONSTRUCTION JOINT
5 x 40mm DEEP SAW CUT TO BE CUT
WITHIN 24 HOURS OF BEING POURED
D
CONTINUOUS SLAB REINFORCEMENT
INDUCED CRACK
TYPICAL SAWN WEAKENED PLANE JOINT
* 'D' DENOTES DEPTH OF FOOTPATH
ALL MEASUREMENTS IN MILLIMETRES
REINFORCED CONCRETE PAVEMENT
TYPICAL JOINT DETAILS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 06/02/2019
SD 225
SCALE 1:10
A
3000 (MIN) - 7200 (MAX)
500
TRANSITION FROM EXISTING 75mm
THICK TO 125mm THICK OVER 500mm.
500
LINE
EJ
EJ
MATCH EXIST
PROPERTY
EXIST. FOOTPATH
EXIST. FOOTPATH
TJ
R16Ø DOWEL BARS 800mm LONG
AT 600 CTS MAX
NATURE STRIP
NATURE STRIP
WPJ
750
VARIES
125 THICK 25 MPA CONCRETE
SL72 MESH CENTRAL
BEDDING TO EXTEND 125mm
BEYOND EDGE OF DRIVEWAY
LAY
BACK
BACK OF KERB
KERB & CHANNEL
LIP OF KERB
DOWEL BARS TO BE
USED WHEN NEW
LAYBACK FORMED
A
4500 (MIN) - 7200 (MAX)
750
750
PLAN
1 in 40 CROSSFALL
WEAKENED
PLANE JOINT
125mm THICK 25 MPA CONCRETE, SL72 MESH REINFORCEMENT
CENTRALLY PLACED ON BAR CHAIRS (DESIRABLE GRADE 1 IN 15,
ABSOLUTE MAX 1 IN 10 REFER CLAUSE 12.9.1)
R16Ø DOWEL BAR 800mm
LONG EITHER SIDE
EXIST. FOOTPATH / SHARED PATH
100mm MIN COMPACTED DEPTH CLASS
3, 20mm F.C.R. BEDDING TO 97% MMDD
IF REVERSE FALL IS REQUIRED
DESIGN OF VEHICLE CROSSING
TO BE ON A SITE SPECIFIC BASIS.
2.
3.
4.
5.
6.
7.
8.
KERB & CHANNEL
KERB & CHANNEL INSTALATION
ABUTTING EXISTING PAVEMENT
(REFER SD130)
CROSS SECTION A-A
LEGEND:
NOTES:
1.
750mm LAYBACK
(REFER SD120)
EXPANSION JOINT
CROSS REFERENCES:
INDUSTRIAL CROSSINGS - SD236 / SD250
WEAKENED PLANE JOINTS
RURAL CROSSINGS - SD255 / SD260
IDM - SECTION 12.9.1. AND 12.9.2.
THIS DRAWING DETAILS DIMENSIONS FOR STANDARD RESIDENTIAL CROSSINGS ONLY.
CROSSING WIDTHS EXCEEDING THE MAXIMUM ALLOWABLE WILL REQUIRE APPLICATION TO COUNCIL FOR SPECIAL CONSIDERATION.
JOINTS AND DOWEL BARS ARE REQUIRED ON EITHER SIDE OF THE CROSSING AT THE INTERFACE WITH THE FOOTPATH. PROVISION SHALL BE
MADE IN EXISTING CONCRETE SECTIONS BY DRILLING HOLES TO A MINIMUM DEPTH OF 150mm AND INSERTING R16 DOWEL BARS.
AN APPROVED JOINT FILLER SHALL BE PLACED ON EITHER SIDE OF THE CROSSING AGAINST FOOTPATH SLABS. DOWEL BARS ARE TO HAVE AN
APPROVED BOND BREAKER APPLIED TO THE END OF THE BAR INSERTED INTO THE EXISTING CONCRETE FOOTPATH SECTIONS REFER SD220.
ADDITIONAL WEAKENED PLANE JOINTS REQUIRED IF DISTANCE FROM BACK OF KERB TO FOOTPATH IS GREATER THAN 3000 AND SHALL BE
PLACED AT THE MIDPOINT OF THE DISTANCE.
THE MAXIMUM NUMBER OF CROSSINGS, WHERE ANY CROSSING EXCEEDS 3.5 METRES WIDTH, SHALL BE ONE (1) CROSSING WITH THE
MAXIMUM WIDTH OF THAT CROSSING TO BE 7.2 METRES. CROSSINGS TO ADJACENT PROPERTIES SHALL BE EITHER FULLY COMBINED, AND OF
MAXIMUM WIDTH OF 7.2 METRES, OR ELSE HAVE A MINIMUM SEPARATION AS APPROVED BY COUNCIL.
FOOTPATHS OF 75mm THICKNESS ARE ACCEPTABLE ONLY WHERE THE LOTS ARE DEVELOPED ALREADY AND THE RISK OF SITE
CONSTRUCTION DAMAGE IS NEGLIGIBLE. WHERE GREENFIELD SITES AND FUTURE HOUSING IS STILL TO BE DONE, THEN THE DEPTH OF THE
FOOTPATH SHALL BE 125mm THROUGHOUT.
ALL MEASUREMENTS IN MILLIMETRES
RETROFIT RESIDENTIAL VEHICLE
CROSSING DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 235
NOT TO SCALE
FOOTPATH
PROPERTY / BUILDING LINE
EJ
EXIST. FOOTPATH
500
500
WHERE ANY NEW CONCRETE ABUTS
EXISTING CONCRETE INSTALL R20Ø
DOWELS @ 600 CTS MAX
BEDDING TO EXTEND
150mm BEYOND
EDGE OF DRIVEWAY
750
INFILL SECTION
VARIES
6000 MIN
EJ
1500mm
EXTEND 150mm REINFORCED 32 MPA
CONCRETE 500mm BEYOND VEHICLE
CROSSING AT THE FOOTPATH
LAY
BACK
PLACE SL82 MESH CENTRAL TO
32 MPA CONCRETE PAVING
USING BAR CHAIRS.
R20Ø DOWEL BARS 800mm
LONG AT 600 CTS MAX
BACK OF KERB
KERB & CHANNEL
LIP OF KERB
500
EXTENT OF KERB & CHANNEL TO
REMOVE ANY DAMAGE TO ROAD SEAL
TO BE REINSTATED BY CONTRACTOR TO
COUNCILS APPROVAL
DOWEL BARS TO BE
USED WHEN NEW
LAYBACK FORMED
500
EXISTING ROAD
PAVEMENT
750mm LAYBACK
(REFER SD115)
R20Ø DOWEL BAR 800mm
LONG EITHER SIDE
75
REFER
SD205
1 in 40 CROSSFALL
150
MATCH INTO
EXISTING TOK
1500mm FOOTPATH
2500mm SHARED PATH
32 MPA CONCRETE
MAX GRADE 1 IN 10
MIN GRADE 1 IN 30
BOUNDARY
LINE
PLAN
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
KERB & CHANNEL INSTALATION
ABUTTING EXISTING PAVEMENT
(REFER SD130)
SECTION A-A
LEGEND:
EXPANSION JOINT
NOTES:
1.
2.
3.
4.
5.
6.
7.
WEAKENED PLANE JOINTS
CROSS REFERENCES:
INDUSTRIAL CROSSINGS - SD115 / SD250
RURAL CROSSINGS - SD255 / SD260
IDM - SECTION 12.9.1. AND 12.9.2.
THIS DRAWING DETAILS DIMENSIONS FOR STANDARD RESIDENTIAL CROSSINGS ONLY.
CROSSING WIDTHS EXCEEDING THE MAXIMUM ALLOWABLE WILL REQUIRE APPLICATION TO COUNCIL FOR SPECIAL CONSIDERATION.
JOINTS AND DOWEL BARS ARE REQUIRED ON EITHER SIDE OF THE CROSSING AT THE INTERFACE WITH THE FOOTPATH. PROVISION SHALL BE MADE
IN EXISTING CONCRETE SECTIONS BY DRILLING HOLES TO A MINIMUM DEPTH OF 150mm AND INSERTING R16 DOWEL BARS.
AN APPROVED JOINT FILLER SHALL BE PLACED ON EITHER SIDE OF THE CROSSING AGAINST FOOTPATH SLABS. DOWEL BARS ARE TO HAVE AN
APPROVED BOND BREAKER APPLIED TO THE END OF THE BAR INSERTED INTO THE EXISTING CONCRETE FOOTPATH SECTIONS REFER SD220.
ADDITIONAL WEAKENED PLANE JOINTS REQUIRED IF DISTANCE FROM BACK OF KERB TO FOOTPATH IS GREATER THAN 3000 AND SHALL BE PLACED
AT THE MIDPOINT OF THE DISTANCE.
FOOTPATHS AFFECTED BY NEW CROSSING TO BE REPLACED WITH NEW 150mm THICK (MIN.) REINFORCED 32 MPA CONCRETE AS STATED ON DETAIL.
ALL MEASUREMENTS IN MILLIMETRES
RETROFIT INDUSTRIAL VEHICLE CROSSING
DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 236
NOT TO SCALE
A
3000 MIN
*NOTE
THIS MAY BE INCREASED UPON
APPROVAL FROM COUNCIL
(Max 7200) *
EJ
EJ
500
500
PLACE SL72 MESH CENTRAL TO
25 MPA CONCRETE PAVING
USING BAR CHAIRS.
BEDDING TO EXTEND 125mm
BEYOND EDGE OF DRIVEWAY
750
INFILL SECTION FOOTPATH /
SHARED PATH
VARIES
PROPERTY / BUILDING LINE
R16Ø DOWEL BARS 800mm
LONG AT 600 CTS MAX
LAY
BACK
BACK OF KERB
750
LIP OF KERB
750
A
REFER SD205
BOUNDARY
LINE
4500 (MIN) - 7200 (MAX)
25 MPA CONCRETE (DESIRABLE GRADE 1 IN 15,
ABSOLUTE MAX 1 IN 10 REFER CLAUSE 12.9.1.4)
MATCH INTO
EXISTING TOK
2500mm SHARED FOOTPATH
1 IN 40 CROSSFALL
R16Ø DOWEL BAR 800mm
LONG EITHER SIDE
125
EXISTING ROAD
PAVEMENT
1500mm TYPICAL FOOTPATH (MIN)
750mm LAYBACK
(REFER SD120)
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
REFER SD205
EXISTING ROAD
PAVEMENT
750mm LAYBACK
(REFER SD120)
R16Ø DOWEL BAR 800mm
LONG EITHER SIDE
1500mm TYPICAL FOOTPATH (MIN)
2500mm SHARED FOOTPATH
1 IN 40 CROSSFALL
125
MATCH INTO
EXISTING TOK
225
BOUNDARY
LINE
SECTION A-A (STANDARD)
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
25mm DISHED CHANNEL, REFER SD205
(FOR IDEAL SITUATION, CAN BE MODIFIED TO
SUIT LOCAL CONDITIONS WITH APPROVAL)
SECTION A-A (REVERSE FALL)
NOTE:
1.
2.
3.
4.
(ONLY TO BE USED WITH COUNCIL APPROVAL)
FOR GRADES STEEPER THAN 1 IN 10 REFER CLAUSE 12.9.1.4.
LAYBACK & CROSSOVER, TO BE CONSTRUCTED IN PLAIN CONCRETE ONLY
(NO COLOURED CONCRETE BEYOND PROPERTY BOUNDARY)
T.O.K. DENOTES TOP OF KERB
FOR STEEP TERRAIN CONTACT THE COUNCIL FOR GUIDANCE.
REFER SD235 FOR DETAILS TO RETROFIT VEHICLE CROSSING INTO EXISTING.
LEGEND:
EJ
EXPANSION JOINT
WEAKENED PLANE JOINTS
ALL MEASUREMENTS IN MILLIMETRES
NEW RESIDENTIAL SINGLE VEHICLE
CROSSING DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 240
NOT TO SCALE
PROPERTY /
BUILDING LINE
7200 MAX
PROPERTY / BUILDING LINE
EJ
EJ
FOOTPATH /
SHARED PATH
A
500
500
PLACE SL72 MESH CENTRAL TO
25 MPA CONCRETE PAVING
USING BAR CHAIRS.
750
INFILL SECTION
VARIES
BEDDING TO EXTEND
125mm BEYOND
EDGE OF DRIVEWAY
R16Ø DOWEL BARS 800mm
LONG AT 600 CTS MAX
LAY
BACK
BACK OF KERB
LIP OF KERB
BOUNDARY
LINE
PLAN
REFER SD205
A
25 MPA CONCRETE (DESIRABLE GRADE 1 IN 15,
ABSOLUTE MAX 1 IN 10 REFER CLAUSE 12.9.1.4)
1500mm TYPICAL FOOTPATH (MIN)
2500mm SHARED FOOTPATH
750mm LAYBACK
(REFER SD120)
MATCH INTO
EXISTING TOK
1 IN 40 CROSSFALL
R16Ø DOWEL BAR 800mm
LONG EITHER SIDE
125
ROAD
PAVEMENT
REFER SD205
BOUNDARY
LINE
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
SECTION A-A (STANDARD)
ROAD
PAVEMENT
750mm LAYBACK
(REFER SD120)
2500mm SHARED FOOTPATH
R16Ø DOWEL BAR 800mm
LONG EITHER SIDE
1 IN 40 CROSSFALL
125
MATCH INTO
EXISTING TOK
1500mm TYPICAL FOOTPATH (MIN)
225
25mm DISHED CHANNEL (FOR IDEAL
SITUATION, CAN BE MODIFIED TO SUIT
LOCAL CONDITIONS WITH APPROVAL)
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
SECTION A-A (REVERSE FALL)
NOTE:
(ONLY TO BE USED WITH COUNCIL APPROVAL)
1. FOR GRADES STEEPER THAN 1 IN 10 REFER CLAUSE 12.9.1.4
LAYBACK & CROSSOVER, TO BE CONSTRUCTED IN PLAIN CONCRETE
ONLY (NO COLOURED CONCRETE BEYOND PROPERTY BOUNDARY)
2. T.O.K. DENOTES TOP OF KERB
3. FOR STEEP TERRAIN CONTACT THE COUNCIL FOR GUIDANCE.
4. REFER SD235 FOR DETAILS TO RETROFIT VEHICLE CROSSING INTO EXISTING.
LEGEND:
EJ
EXPANSION JOINT
WEAKENED PLANE JOINTS
ALL MEASUREMENTS IN MILLIMETRES
NEW RESIDENTIAL SHARED / DOUBLE VEHICLE
CROSSING DETAILS FOR ADJACENT PROPERTIES
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 245
NOT TO SCALE
6000 MIN
EJ
EJ
500
500
BEDDING TO EXTEND
150mm BEYOND
EDGE OF DRIVEWAY
750
INFILL SECTION FOOTPATH /
VARIES
SHARED PATH
PROPERTY / BUILDING LINE
PLACE SL82 MESH CENTRAL TO
32 MPA CONCRETE PAVING
USING BAR CHAIRS.
R20Ø DOWEL BARS 800mm
LONG AT 600 CTS MAX
LAY
BACK
BACK OF KERB
LIP OF KERB
PLAN
ROAD
PAVEMENT
BOUNDARY
LINE
REFER SD205
32 MPA CONCRETE
MAX GRADE 1 IN 10
MIN GRADE 1 IN 30
750mm LAYBACK
R20Ø DOWEL BAR 800mm
LONG EITHER SIDE
2500mm SHARED FOOTPATH
75
1 in 40 CROSSFALL
150
MATCH INTO
EXISTING TOK
1500mm FOOTPATH (MIN)
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING
TO 97% MMDD
REFER TO INDUSTRIAL
KERB LAYBACK (SD115)
SECTION A-A
LEGEND:
EXPANSION JOINT
NOTE:
1.
2.
3.
4.
5.
WEAKENED PLANE JOINTS
T.O.K. DENOTES TOP OF KERB
WHERE THERE ARE EXPANSIVE SOILS AN ADDITIONAL LAYER OF REINFORCEMENT MAY
BE REQUIRED AT 60mm COVER FROM THE BOTTOM OF THE SLAB.
FOR STEEP TERRAIN CONTACT THE COUNCIL FOR GUIDANCE.
FOR GRADES STEEPER THAN 1 IN 10 REFER TO CLAUSE 12.9.1.4.
REFER SD236 FOR DETAILS TO RETROFIT INDUSTRIAL VEHICLE CROSSING INTO EXISTING.
ALL MEASUREMENTS IN MILLIMETRES
NEW INDUSTRIAL VEHICLE CROSSING DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 250
NOT TO SCALE
DRAIN DEVIATION
(BOTH SIDES)
> 5000
4000
3000
2000
< 1000
8
6
(VEH / DAY)
CLEAR ZONE WIDTH (m)
(MEASURED FROM EDGE OF TRAFFIC LANE)
WHERE POSSIBLE OFFSET CULVERT
TO ALLOW FOR CLEAR ZONE
10
4
2
0
0
INSTALL PRECAST CONCRETE
DRIVEABLE ENDWALL
(BOTH ENDS OF CULVERT)
50
60
70
80
90
100
110
120
85th PERCENTILE SPEED (km/h)
TYPICAL CLEAR ZONE WIDTHS
(REFER NOTE 8)
EXISTING TABLE DRAIN
TO BE BACK FILLED
WITH 'CLASS 3' FCR
(REFER NOTE 7)
R1
TY 5
P.
CULVERT TO EXTEND
0.5m (MIN) PAST EDGE
OF CROSSING
CROSSING WIDTH
3500mm MIN
A
NATURAL FALL
EDGE OF SEAL
SHOULDER
MINIMUM 5m OF
SEAL WHEN
EXIST. PAVEMENT
IS SEALED
A
CROSSING TO BE FINISHED
WITH MINIMUM 100mm DEPTH
CRUSHED ROCK OR APPROVED
EQUIVALENT
MIN. 375mm DIA. CL 4 REINFORCED CONCRETE PIPE
ALTERNATIVE PIPE MATERIALS MAY BE APPROVED (EG.
PLASTIC, STEEL OR BOX CULVERT). CULVERT TO BE 4.8m
LONG (MIN) OR 7.2m FOR TRUCK ACCESS SITUATIONS.
5
R1 P.
TY
PLAN
SHOULDER
TABLE
DRAIN
DRAIN
DEVIATION
(CROSSFALL
TO BE MAINTAINED)
MINIMUM COVER
OVER PIPE
TO BE 150MM
DRIVEWAY
FINE CRUSHED ROCK BACK FILL
INCLUDING EXISTING TABLE DRAIN.
PIPE TO BE MIN. 375mm RCP UNLESS OTHERWISE
DIRECTED. BACKFILL AND 75mm DEPTH PIPE
BEDDING TO BE 20mm 'CLASS 3' FCR.
ALL MEASUREMENTS IN MILLIMETRES
Local Government
Infrastructure Design Association
MINIMUM GATE OFFSET FROM
EDGE OF THROUGH LANE (m)
CAR (5.0m)
8.2
RIGID TRUCK (12.0m)
12.5
SEMI (19.0m)
22
B-DOUBLE (25.0m)
28
TYPICAL SWALE DRAIN VEHICLE CROSSING
( RURAL ENTRANCE )
Infrastructure Design Manual Standard Drawings
FENCE TO BE SPLAYED AND
GATE SET BACK TO ALLOW
FOR STATIONARY VEHICLE IN
SITUATIONS WHERE THE
BOUNDARY LINE IS CLOSE
TO THE EDGE OF ROAD. (SEE
NOTE 11.)
NOTES:
1.
THIS ARRANGEMENT IS INTENDED FOR RURAL LOW DENSITY
RESIDENTIAL& FARMING ACCESS WAYS.
2. COUNCIL RESERVES THE RIGHT TO DIRECT THE USE OF CULVERT
END WALL TYPE.
3. THIS IS A TYPICAL CROSSING PLAN. SLIGHT VARIATIONS MAY
OCCUR AFTER INSPECTION AND APPROVAL OF LOCATION BY
COUNCIL.
4. PRIOR TO THE CONSTRUCTION, THE CROSSING LOCATION SHALL
BE APPROVED BY COUNCIL.
5. ALL WORKS TO BE COMPLETED TO THE SATISFACTION OF
COUNCIL.
6. MAINTENANCE OF THE CROSSOVER REMAINS THE
RESPONSIBILITY OF THE LAND OWNER.
7. INSTALL LOW PROFILE HEAD WALLS OUTSIDE CLEAR ZONE &
DRIVEABLE END WALLS WITHIN CLEAR ZONE. NO CULVERT TO BE
WITHIN 3m OF EDGE OF SEAL.
8. THE CLEAR ZONE TABLE SHOWN IS A GUIDE ONLY AND FOR
FURTHER ACCURATE CLEAR ZONE GUIDELINES REFER TO
AUSTROADS 'GUIDE TO ROAD DESIGN - PART 6: ROADSIDE
DESIGN, SAFETY AND BARRIERS' TABLE 4.1: 'CLEAR ZONES
DISTANCES FROM EDGE OF THROUGH TRAVELLED WAY'
9. TABLE DRAINS ARE NOT TO BE CLOSER THAN 1.0m FROM FENCE
LINES OR SERVICES.
10. CROSSING PAVEMENT TO BE SEALED WHERE ABUTS A SEALED
ROAD.
11. GATE OFFSET DIMENSIONS:
STANDARD VEHICLE
TYPE
SECTION A-A
BOUNDARY
DRAIN DEVIATION:
REDIRECT CHANNEL ALIGNMENT OVER
SUFFICIENT LENGTH TO MAINTAIN
GRADE IN INVERT OF DRAIN
(BOTH SIDES)
ORIGINAL TABLE DRAIN
ALIGNMENT
PAVEMENT
PROPERTY
REFER TO SPEED/CLEAR ZONE
TABLE ABOVE FOR REQUIREMENTS
OF ENDWALLS & NOTE 9
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 255
NOT TO SCALE
VARIES
VARIES
3000 MIN
(MAX 6600 *See Note 10)
EDGE OF SEAL
A
A
125 THICK 25 MPA CONCRETE
VEHICLE CROSSING WITH SL72
MESH 50mm BELOW TOP.
375mm DIA. UNLESS
OTHERWISE APPROVED
BY COUNCIL.
VARIES
4000 MIN
(MAX 6600 See Note 10)
VARIES
CULVERT TO EXTEND
0.5m (MIN) PAST EDGE
OF CROSSING (BOTH SIDES)
PROPERTY
BOUNDARY
LOW PROFILE CONCRETE
ENDWALL AT EACH END OF
CULVERT (REFER SD470
FOR DETAILS).
IF <1.5m
SEE NOTE 6
VERGE
NOTES:
1.
PLAN
2.
3.
PAVEMENT
SHOULDER
125 THICK 25 MPA CONCRETE
VEHICLE CROSSING WITH SL72
MESH 50mm BELOW TOP.
TABLE
DRAIN
4.
5.
6.
FINE CRUSHED ROCK BACK FILL FOR
R.C.P. UNDER VEHICLE CROSSING.
100 THICK CLASS 3 FINE CRUSHED
ROCK BEDDING LAYER
7.
8.
9.
SECTION A-A
10.
ALL MEASUREMENTS IN MILLIMETRES
COUNCIL RESERVES THE RIGHT TO DIRECT THE USE
OF CULVERT END WALL TYPE.
THIS IS A TYPICAL CROSSING PLAN. SLIGHT
VARIATIONS MAY OCCUR AFTER INSPECTION AND
APPROVAL OF LOCATION BY COUNCIL.
PRIOR TO THE CONSTRUCTION, THE CROSSING
LOCATION SHALL BE APPROVED BY COUNCIL.
ALL WORKS TO BE COMPLETED TO THE
SATISFACTION OF COUNCIL.
MAINTENANCE OF THE CROSSOVER REMAINS THE
RESPONSIBILITY OF THE LAND OWNER.
DRIVEABLE ENDWALLS TO BE USED WITHIN 1.5m OF
THE EDGE OF SEAL OR IF DESIGN SPEED IS
GREATER THAN 60KM/H
REFER SD255 FOR ADDITIONAL CLEAR ZONE DETAILS
TABLE DRAINS ARE NOT TO BE CLOSER THAN 1.0m
FROM FENCE LINES OR SERVICES.
CULVERT TO BE LOCATED AT LEAST 600mm FROM
EDGE OF SEAL
MAXIMUM DRIVEWAY WIDTH MAYBE INCREASED
UPON COUNCIL APPROVAL
TYPICAL SWALE DRAIN VEHICLE CROSSING
( FRINGE URBAN OR RURAL RESIDENTIAL ENTRANCE )
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 12/03/2020
SD 260
NOT TO SCALE
EDGE OF SEAL
PROPERTY
BOUNDARY
CL
<
EDGE OF SEAL
/
D
/
PROPERTY
BOUNDARY
SETOUT TABLE:
POINT OFFSET DISTANCE FROM
No.
EDGE OF SEAL (m)
/
/
RURAL ROAD
/
/
D
<
1
0.0
27.0
2
1.6
14.0
3
4.0
10.0
4
6.9
7.0
5
18.3
2.5
6
22.0
2.0
ROAD WIDENING:
/
/
'A'
OFFSET DISTANCE FROM
ACCESS CENTRELINE (m)
1
=
B
=
0.5 x SPEED (km/h) x W (m)
3.6
/
/
A
D
<
/
/
C
'C'
2
/
/
SEALED PAVEMENT TO
PROPERTY BOUNDARY
WHERE SPECIFIED BY
INDIVIDUAL COUNCILS
3
W
=
=
ANGLE:
70°
90°
110°
LENGTH (m):
40
35
30
ON STRAIGHT:
6.0m (MIN)
ON CURVE:
2 x (3.0m + CORRESPONDING WIDENING
FOR CURVE RADIUS)
FORMATION WIDENING (IF REQUIRED BY COUNCIL)
/
/
/
15m
4
/
5
/
6
/
/
ACCESS
CENTRELINE
LE
6
/
/
4
CROSSING WIDTH
NOT LESS THAN
3000
/
/
/
ROAD WIDENING
5
/
/
G
AN
FENCE TO BE SPLAYED AND GATE SET BACK
TO ALLOW FOR STATIONARY VEHICLE IN
SITUATIONS WHERE THE BOUNDARY LINE IS
CLOSE TO THE EDGE OF ROAD. (SEE NOTE 11.)
3
/
/
2
'B'
D
/
/
<
16m (MIN) LENGTH OF 375Ø (MIN) CLASS 4 RCP
WITH A MINIMUM COVER OF 200mm AND
DRIVEABLE END WALLS (BOTH ENDS) WHERE
REQUIRED WITHIN CLEAR ZONE
LEGEND:
TYPICAL EXISTING ACCESS =
/
/
RECOMENDED ACCESS SPLAY =
1
AREA TO BE SEALED=
D
/
/
NOTES:
<
'C'
1.
/
/
2.
3.
4.
/
D
/
5.
<
6.
7.
/
/
/
/
'A'
8.
9.
10.
D
11.
/
TABLE DRAIN
<
/
'W'
12.
THIS ARRANGEMENT IS INTENDED FOR RURAL / FARMING ACCESS WAYS THAT
REQUIRE SEMI / B DOUBLE ACCESS.
PAVED AREAS TO BE A MINIMUM OF 150mm DEPTH COMPACTED GRAVEL.
PAVEMENT AREAS & TYPE TO BE APPROVED BY COUNCIL.
COUNCIL RESERVES THE RIGHT TO DIRECT THE USE OF CULVERT END WALL TYPE.
THIS IS A TYPICAL CROSSING PLAN. SLIGHT VARIATIONS MAY OCCUR AFTER
INSPECTION AND APPROVAL OF LOCATION BY COUNCIL.
PRIOR TO THE CONSTRUCTION, THE CROSSING LOCATION SHALL BE APPROVED BY
COUNCIL.
ALL WORKS TO BE COMPLETED TO THE SATISFACTION OF COUNCIL.
MAINTENANCE OF THE CROSSOVER REMAINS THE RESPONSIBILITY OF THE LAND
OWNER.
REFER SD 255 FOR CLEAR ZONE OFFSET DETAILS.
DRIVEABLE ENDWALLS TO BE USED INSIDE CLEARZONE.
TABLE DRAINS ARE NOT TO BE CLOSER THAN 1.0m FROM FENCE LINES OR
SERVICES.
COUNCIL MAY REQUIRE THAT CROSSING PAVEMENT BE SEALED DEPENDING ON
SITE LOCATION AND SPECIFICS.
GATE OFFSET DIMENSIONS:
STANDARD VEHICLE
TYPE
MINIMUM GATE OFFSET FROM
EDGE OF THROUGH LANE (m)
SEMI (19.0m)
22
B-DOUBLE (25.0m)
28
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL SEMI OR B DOUBLE VEHICLE CROSSING
( RURAL ENTRANCE )
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 265
NOT TO SCALE
EXISTING 75mm FOOTPATH TO BE REMOVED
AND REPLACED WITH 125mm THICK SL72
REINFORCED 25 MPA CONCRETE
SEE NOTE 7
SEE NOTE 7
1500
LANDING
1500
LANDING
15m
MAX
EJ
WPJ
WPJ
B
WPJ
WPJ
A
EJ
FOOTPATH /
15m SHARED PATH
MAX REFER SD205
PROPERTY / BUILDING LINE
1500
LANDING
15m
MAX
EJ
1500
LANDING
PLACE SL72 MESH CENTRAL TO 25 MPA
CONCRETE PAVING USING BAR CHAIRS.
B
WHERE ANY NEW CONCRETE ABUTS EXISTING CONCRETE
INSTALL R16Ø DOWELS IN 125mm
THICK CONCRETE OR R10Ø DOWELS IN 75mm
THICK CONCRETE DOWELS @ 600 CTS MAX
1520
1.
2.
R16Ø DOWEL BARS
800mm LONG AT 600 CTS
MAX
WPJ
NOTE:
LANDING ZONE TO BE A MIN. 1.5m IN
THE DIRECTION OF TRAVEL AT 2%
MAX LONGITUDINAL GRADE.
WPJ
REFER SD200
NOTES:
3.
4.
5.
EJ
BACK OF KERB
PLAN
MATCH INTO
EXISTING TOK
EXISTING ROAD
PAVEMENT
15m MAX
(SEE NOTE 7)
1500 (MIN.) LANDING
1520
12.5% LONGITUDINAL
GRADE
2% LONGITUDINAL
GRADE
R16Ø DOWEL BARS 800mm
LONG AT 600 CTS MAX
REFER SD200
FOOTPATH / SHARED PATH
125mm THICK 25 MPA
CONCRETE
AL
5% LONGITUDIN
GRADE
7.
REFER SD205
125
1 in 40 CROSSFALL
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING TO
97% MMDD
R16Ø DOWEL BARS 800mm LONG
AT 600 CTS MAX
SECTION A-A
15m MAX
(SEE NOTE 7)
1500 (MIN.) LANDING
5% LONGITUDINAL
GRADE
1500 (MIN.) LANDING
125mm THICK 25 MPA
CONCRETE
15m MAX
(SEE NOTE 7)
1500 (MIN.) LANDING
BOUNDARY
LINE
0.75m
BOUNDARY LINE
6.
LIP OF KERB
0.75m
A
LANDING ZONE TO BE A MIN. 1.5m IN THE DIRECTION OF TRAVEL
AT 2% MAX GRADE.
NEW FOOTPATH SHALL HAVE 2.5% CROSSFALL AWAY FROM THE
PROPERTY LINE.
NEW FOOTPATH LEVEL SHALL MATCH INTO THE EXISTING
LEVELS.
NEW FOOTPATH SHALL BE 125mm THICK 25 MPa
CONCRETE
ON A BASE OF MIN. 100mm THICK, MECHANICALLY COMPACTED
CLASS 3 FCR.
FOOTPATH GRADES ARE APPROXIMATE AND REQUIRE
CONFIRMATION ON SITE.
FOOTPATH CROSS OVERS SHALL BE CONSTRUCTED AS PER THE
TYPICAL LAYBACK CONFIGURATION
USE OF LONGER TRANSITIONS AT FLATTER GRADES PRODUCES
A MORE USER FRIENDLY VISUALLY APPEALING OUTCOME
125
5% LONGITUDINAL
GRADE
LEGEND:
EXPANSION JOINT
100mm MIN COMPACTED DEPTH
"CLASS 3" 20mm FCR BEDDING TO
97% MMDD
NOTE:
1.
T.O.K. DENOTES TOP OF KERB
SECTION B-B
WEAKENED PLANE JOINTS
SL72 MESH SUPPORTED BY BAR CHAIRS AT 1.2m SPACING
FOOTPATH CONNECTION TO PEDESTRIAN CROSSINGS
FOOTPATH CONNECTION
TO PEDESTRIAN CROSSINGS
DDA COMPLIANCE
DETAILS
DDA COMPLIANCE DETAILS
Infrastructure Design Manual Standard Drawings
ALL MEASUREMENTS IN MILLIMETRES
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
EJ
WPJ
LAST UPDATED 24/03/2020
LAST UPDATED 24/03/2020
SD
270
SD 270
NOT TO SCALE
NOT
TO SCALE
SURFACING TO MATCH EXISTING
150
MIN.
VARIES (MIN. 150 mm)
APPROVED GRANULAR
BACKFILL RAMMED OR
ROLLED IN 150mm LAYERS
TO 98% MODIFIED DENSITY
RATIO.
AUTHORITY'S MARKER TAPE
VARIES (MIN. 150 mm)
150mm COMPACTED DEPTH
CLASS 3 F.C.R.
ORDINARY EARTH FROM EXCAVATION
WHICH CONTAINS NO MORE THAN
20% ROCK FRAGMENTS (150mm MAX
SIZE) TO BE COMPACTED IN LAYERS NO
GREATER THAN 150mm. COMPACTION
TO BE MINIMUM 92% MODIFIED A.A.S.H.O.
150
150
MIN.
COUNCIL APPROVED
TOPSOIL AND SEEDED.
150
RE-SEED AND LEVEL TO
MATCH EXISTING
AUTHORITY'S MARKER TAPE
AUTHORITY SERVICE ZONE
INCLUDING ATTACHMENTS
AND APPENDAGES
AUTHORITY SERVICE ZONE
INCLUDING ATTACHMENTS
AND APPENDAGES
GRANULAR BEDDING PLASTIC
INDEX LESS THAN 3
GRANULAR BEDDING PLASTIC
INDEX LESS THAN 3
ANY UNSUITABLE MATERIAL
TO BE REMOVED FROM FLOOR
OF TRENCH
ANY UNSUITABLE MATERIAL
TO BE REMOVED FROM FLOOR
OF TRENCH
TRENCHES UNDER SWALES
TRENCHES UNDER FOOTPATHS
150mm MIN OR TO EDGE OF
DAMAGED WEARING COURSE
CUT WEARING SURFACE WITH SAW
TO FORM A STRAIGHT EDGE
WEARING SURFACE
300
300mm COMPACTED DEPTH CLASS 2
F.C.R. IN 2 x 150mm LAYERS.
TOP (BASE) COMPACTED TO 98%
MODIFIED DENSITY RATIO.
LOWER (SUB BASE) LAYER COMPACTED
TO 98% MODIFIED DENSITY RATIO.
VARIES (MIN. 150 mm)
CLASS 3 F.C.R. (OR APPROVED
EQUIVALENT MATERIAL). BACKFILL AND
COMPACTED MECHANICALLY IN 150mm
LAYERS USING VIBRATING RAMMER TO
98% MODIFIED DENSITY RATIO.
150
150
AUTHORITY'S MARKER TAPE
AUTHORITY SERVICE ZONE
INCLUDING ATTACHMENTS
AND APPENDAGES
NOTES:
1.
2.
ALL EXCAVATIONS ARE TO COMPLY WITH THE
EXCAVATION CODE OF PRACTICE 2018-05, O.H.&S.
REGULATIONS 2017 & O.H.&S. ACT 2004.
BITUMEN ROAD SURFACE SHALL BE CUT WITH A SAW.
GRANULAR BEDDING PLASTIC
INDEX LESS THAN 3
TRENCHES UNDER ROADS
ANY UNSUITABLE MATERIAL
TO BE REMOVED FROM FLOOR
OF TRENCH
ALL MEASUREMENTS IN MILLIMETRES
TRENCHING BACKFILL
(TRENCHES WITHIN 1m OF COUNCIL ASSETS)
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/02/2019
SD 310
NOT TO SCALE
DT
WI
'W')
H(
BA
CK
OF
K
ER
FACE OF KERB
BACK OF KERB
B
LE
'W'
NG
TH
(
'L)
'L'
PLAN
BASE TO BE HAUNCHED IF
NECESSARY TO FIT LARGE
PIPES
LE
NG
TH
OF
BA
SE
('BW
'W'
SIDE ENTRY PIT
')
SE
('BL
')
HO
A
FB
'L'
DT
WI
PLAN
INTERNAL PIT DIMENSIONS
JUNCTION PIT, GRATED PIT AND INLET CATCH PIT
STANDARD PIT LISTING
SHAFT
PIT
TYPE
COVER
TYPE
SD DRG. NO.
UNHAUNCHED
(450Ø MAX)
CAST IRON
CONCRETE
FIBREGLASS
SD405
HAUNCHED
CAST IRON
CONCRETE
FIBREGLASS
SD410
JUNCTION
CAST IRON
CONCRETE
FIBREGLASS
SD425, SD426
GRATED
MILD STEEL/CAST IRON
SD441
SIDE ENTRY
CAST IRON
CONCRETE
FIBREGLASS
SD430, SD431, SD435,
SD440, SD445, SD450
DEPRESSED GRATE
MILD STEEL/CAST IRON
SD455
INLET CATCH
CONCRETE
SD460
HEIGHT OF
BASE ('BH')
DEPTH (D)
BASE HAUNCHING
INVERT
LEVEL
SHAFT CONFIGURATIONS
NOTES:
PIT WITH HAUNCHED BASE
REFER SPECIFIC STANDARD DRAWINGS FOR FULL DIMENSIONS.
ALL MEASUREMENTS IN MILLIMETRES
TYPICAL PIT DIMENSIONING
AND SETTING OUT DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 400
NOT TO SCALE
LINE OF KERB
150
150
1000
75
'D'
50 MIN
50 MIN
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 7)
20
MIN DEPTH TO
UNDERSIDE
OF PAVEMENT
THROAT
110mm MIN
Ø
150
150
PRECAST PIT
150
'W'
600MIN
PITS UP TO 3600mm DEPTH
450
300
MIN
150
NOTES:
300
MIN
1.
MINIMUM PIT SIZES:
450
PIPE DIAMETER
2.
3.
4.
600
300
MIN
250
5.
300
MIN
6.
600
PLAN VIEW
CORNER DETAILS
7.
8.
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
9.
BASE DIMENSIONS 'W'
JP
SEP
UP TO 450Ø
UP TO 450Ø
600
450Ø & UPWARDS
450Ø & UPWARDS
900
PIPES GREATER THAN 450mm DIA. MAY REQUIRE HAUNCHING. REFER TO SD410.
FOR DETAILS OF SPECIFIC PITS, REFER TO PIT SCHEDULE.
PIT REINFORCEMENT SHALL HAVE 300mm MIN LAPS. CLEAR COVER TO BE 50mm
MIN. CORNER RETURN REINFORCEMENT MAY BE FABRIC OR EQUIVALENT BARS.
FOR TOP OF PIT DETAILS, REFER TO SPECIFIC DESIGN PIT SCHEDULE AND
RELEVANT STANDARD DRAWINGS.
PRECAST PITS WITH THINNER WALLS AND LESS STEEL MAY BE ACCEPTED WHERE
THE MANUFACTURER CAN DEMONSTRATE THAT THE PITS HAVE ADEQUATE
CAPACITY TO SUPPORT A COMBINATION OF THE FOLLOWING LOADS:
LATERAL LOADS - EARTH PRESSURE WITH 210 kN SURCHARGE
- HYDROSTATIC PRESSURE
- COMPACTION PRESSURE (25 kPa MIN)
- VERTICAL LOAD 210 kN
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED, OR
WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAIN AT THE
BOTTOM OF THE PIT.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
ALL MEASUREMENTS IN MILLIMETRES
UNHAUNCHED PITS (450Ø MAX. PIPE)
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 405
NOT TO SCALE
150
600 'W'
150
LINE OF KERB
THROAT
110mm MIN
'D'
20
50 MIN
'BH'
50 MIN
Ø
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 7)
150
150
MIN DEPTH TO
UNDERSIDE
OF PAVEMENT
75
225
75
150
'BW'
PRECAST PIT
PITS UP TO 3600mm DEPTH
LE
TH
BA
CK
OF
K
150
ER
B
250
300
MIN
300
MIN
('L)
450
NG
'W')
H(
DT
600
WI
300
MIN
300
MIN
450
LE
N
BA GTH
SE
O
('BL F
')
600
PLAN VIEW
F
HO
DT W')
WI E('B
S
A
B
PLAN VIEW
CORNER DETAILS
REINFORCEMENT DETAILS
INTERNAL PIT DIMENSIONS
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
PIT BASE LENGTH 'BL'
OR BASE WIDTH 'BW'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
PIPES LESS THAN 525mm DIA. MAY NOT REQUIRE HAUNCHING. REFER SD405.
PITS WITH HAUNCHING IN TWO DIRECTIONS REQUIRE SPECIAL STRUCTURAL DESIGN.
FOR DETAILS OF SPECIFIC PITS, REFER TO PIT SCHEDULE.
PIT REINFORCEMENT SHALL HAVE 300mm MIN LAPS. CLEAR COVER TO BE 50mm MIN. CORNER
RETURN REINFORCEMENT MAY BE FABRIC OR EQUIVALENT BARS.
FOR TOP OF PIT DETAILS, REFER TO SPECIFIC DESIGN PIT SCHEDULE AND RELEVANT STANDARD
DRAWINGS.
PRECAST PITS WITH THINNER WALLS AND LESS STEEL MAY BE ACCEPTED WHERE THE
MANUFACTURER CAN DEMONSTRATE THAT THE PITS HAVE ADEQUATE CAPACITY TO SUPPORT A
COMBINATION OF THE FOLLOWING LOADS:
LATERAL LOADS - EARTH PRESSURE WITH 210kN SURCHARGE
- HYDROSTATIC PRESSURE
- COMPACTION PRESSURE (25 kPa MIN)
- VERTICAL LOAD 210 kN
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED, OR WHERE
EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
PIT SIZING
'BW' & 'BH'
(mm)
900
"
"
"
"
1200
"
"
"
1500
'Ø'
(mm)
525
600
675
750
825
900
975
1050
1125
1200
ALL MEASUREMENTS IN MILLIMETRES
HAUNCHED PITS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 410
NOT TO SCALE
H2
L
H1
T1
PLAN
T2
SECTION
6.0
4.8
DEPTH (H1 AND H2), METRES
3.0
2.7
2.4
175
mm
SS
150
NE TRES
CK
THI LLIME
LL
I
WA 2), M
T
and
(T1
3.6
200
4.2
ETE
CR
ON D ON
DC
CE SIGNE SIS
A
OR
INF BE DE ASE B
-RE
UN OULD BY C
SH ASE
AC
225
5.4
2.1
1.8
1.5
0.45
0.6
0.9
1.2
1.5
PIT LENGTH (L), METERS
ALL MEASUREMENTS IN MILLIMETRES
MIN. WALL THICKNESS FOR REINFORCEMENT
IN MASS CONCRETE PITS (CAST IN-SITU)
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/03/2015
SD 415
NOT TO SCALE
W/2
PIT WIDTH 'W'
SEE NOTE 1
PIT LENGTH 'L'
REFER NOTE 4.
PLAN
25 MAX MORTAR
PACKING
FINISHED SURFACE LEVEL
VARIES BETWEEN HEAVY
& MEDIUM DUTY PIT LIDS
REINFORCEMENT MESH TO BE
PLACED CENTRALLY.
FLOW
75
FLOW
REINFORCEMENT DETAILS
150
2.
3.
4.
5.
150
SECTION A-A
NOTES:
1.
PIT LENGTH 'L'
REFER NOTE 4.
HEAVY DUTY COVERS TO BE USED WHEN SUBJECT TO TRAFFICABLE
LOADS (AS3996 CLASS D - 240kN) OR APPROVED EQUIVALENT.
MEDIUM DUTY COVERS TO BE USED IN OFF ROAD USE (AS3996 CLASS B
- 80kN) OR APPROVED EQUIVALENT.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
JUNCTION PIT IN ROAD RESERVE TO HAVE MINIMUM INTERNAL PIT
DIMENSIONS OF 600 X 900.
FOR TOP OF PIT DETAILS AND CHAMBER DIMENSIONS, REFER TO
SPECIFIC DESIGN PIT SCHEDULE AND RELEVANT STANDARD DRAWINGS.
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE WITH
CONSTRUCTION WORKS TO DRAIN WATER FROM PAVEMENT.
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
MINIMUM PIT SIZES (EASEMENTS)
PIT DEPTH
PIT SIZE
<1000
600 x 600
>1000
600 x 900
MINIMUM PIT SIZES (ROAD RESERVE)
PIT DEPTH
PIT SIZE
ALL PITS
600 x 900
ALL MEASUREMENTS IN MILLIMETRES
JUNCTION PIT IN ROAD RESERVE
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 12/03/2020
SD 420
NOT TO SCALE
A
A
W/2
PIT WIDTH 'W'
REINFORCED CONCRETE OR EQUIVALENT
COVER WITH APPROVED LIFTING ANCHORS.
REFER TO PIT SCHEDULE FOR DETAILS.
PIT LENGTH 'L'
REFER NOTE 2.
PLAN
75
MIN.
FINISHED SURFACE LEVEL
REINFORCEMENT MESH TO BE
PLACED CENTRALLY.
FLOW
FLOW
150
REINFORCEMENT DETAILS
150
PIT LENGTH 'L'
150
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
REFER NOTE 2.
SECTION A-A
3.
RL918
RL1218
MINIMUM PIT SIZES (EASEMENTS)
NOTES:
1.
2.
1201 TO 1800
1801 TO 2400
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
FOR TOP OF PIT DETAILS AND CHAMBER DIMENSIONS, REFER TO
SPECIFIC DESIGN PIT SCHEDULE AND RELEVANT STANDARD DRAWINGS.
LIDS TO BE SPLIT FOR CHAMBERS GREATER THAN 1050 x 1050mm
PIT DEPTH
PIT SIZE
<1000
600 x 600
>1000
600 x 900
MINIMUM PIT SIZES (ROAD RESERVE)
PIT DEPTH
PIT SIZE
ALL PITS
600 x 900
ALL MEASUREMENTS IN MILLIMETRES
JUNCTION PIT WITH CONCRETE COVER
(NON TRAFFICABLE AREAS)
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 425
NOT TO SCALE
A
A
W/2
PIT WIDTH 'W'
LIGHT WEIGHT FIBREGLASS LID
OR EQUIVALENT. REFER TO PIT
SCHEDULE FOR DETAILS.
PIT LENGTH 'L'
REFER PIT SCHEDULE
PLAN
FINISHED SURFACE LEVEL
150 x 150mm CONC. SURROUND
75
REINFORCEMENT MESH TO BE
PLACED CENTRALLY.
FLOW
FLOW
150
PIT LENGTH 'L'
150
150
REFER PIT SCHEDULE
SECTION A-A
NOTES:
1.
2.
3.
4.
5.
6.
7.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
FOR DEPTHS OF INVERT GREATER THAN 1.5m WALL THICKNESS TO BE 200mm AND BASE TO BE 900 x 900mm.
SL82 REINFORCING MESH FOR PITS GREATER THAN 1.2m IN DEPTH
PIT LID TO BE LIGHT WEIGHT FIBREGLASS TYPE, OR APPROVED EQUIVALENT. PROVIDE REBATE IN PIT WALL FOR LID LOCKING.
IF PIT IS TO BE CONSTRUCTED INSIDE AN EASEMENT THE WORDS "NOT TO BE COVERED OR BUILT OVER" ARE TO BE STAMPED IN LID
WITH A MIN TEXT HEIGHT OF 50mm.
FOR TOP OF PIT DETAILS AND CHAMBER DIMENSIONS, REFER TO SPECIFIC DESIGN PIT SCHEDULE AND RELEVANT STANDARD DRAWINGS
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE WITH CONSTRUCTION WORKS TO DRAIN WATER FROM PAVEMENT.
ALL MEASUREMENTS IN MILLIMETRES
JUNCTION PIT WITH NON-CONCRETE COVER
(NON TRAFFICABLE AREAS)
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 426
NOT TO SCALE
A
150
900
150
CAST IRON COVER WITH EXTENDED
CONCRETE SURROUND OR APPROVED
EQUIVALENT COVER TO BE INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
SEE NOTE 3
FLOW
EXPANSION JOINTS
A
1000
CHANNEL DEPTH TRANSITION
1000
CHANNEL DEPTH TRANSITION
PLAN
LINE OF KERB
450
BACK OF KERB
(LINE OF SET OUT)
25 MAX MORTAR
PACKING
110
THRO
AT
180
CHANNEL INVERT 40mm DEEPER
ACROSS THROAT OF PIT
75
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 4)
REINFORCEMENT MESH TO BE
PLACED CENTRALLY.
150
SEE NOTE 3
150
600
150
SECTION A-A
NOTES:
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
1.
2.
3.
4.
5.
REFER TO SD100 FOR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS
USED, OR WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG
SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED.
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE WITH
CONSTRUCTION WORKS TO DRAIN WATER FROM PAVEMENT.
ALL MEASUREMENTS IN MILLIMETRES
SIDE ENTRY PIT 900mm INLET WITH CAST IRON
COVER & CONCRETE SURROUND FOR 'B2'
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 430
NOT TO SCALE
TRANSITION
TRANSITION
OF KERB
A
150
8.
B
600mm
6.
7.
INSERT 730
3.
4.
5.
D
INTERNAL OPENING OF
COVER 600mm x 350mm
150
2.
PIT TO BE CONSTRUCTED IN 2 STAGES. STAGE 2-TOP 500mm
OF PIT IN CONJUNCTION WITH KERB AND CHANNEL.
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C.
PIPE WITH CONSTRUCTION WORKS TO DRAIN WATER FROM
PAVEMENT.
AT LOW POINT TRANSITION 600mm BOTH SIDES.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
FIBREGLASS PIT LIDS WITH EA FRAME AND LIGHTWEIGHT
LOCKING LID OR APPROVED EQUIVALENT CONSTRUCTED
AND INSTALLED IN ACCORDANCE WITH AS3996 MAY BE USED
INSTEAD OF CONCRETE.
PRECAST LINTEL TO MATCH REQUIRED KERB TYPE (SM2, B2)
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL
BACKFILL IS USED, OR WHERE EXPANSIVE CLAYS ARE
PRESENT; INSTALL 1m LONG SUBSOIL DRAIN AT THE
BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT
USED.
900
1.
600mm
NOTES:
480
SEE NOTE 7
150
600
BACK
D
B
PLAN
110 THROAT
50
195
100
PRECAST LINTEL
(REFER NOTE 6)
150
DEPTH VARIES
120mm DIA HOLE IN SIDE
WALLS TO ACCOMMODATE
SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES.
(SEE NOTE 8)
20
150
D
SEE NOTE 7
150
900
150
150
SECTION B-B
600
150
SECTION A-A
ALL MEASUREMENTS IN MILLIMETRES
900 x 600mm SIDE ENTRY PIT PIPES UP TO 450mmØ
(PRECAST CONCRETE LINTEL)
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 431
NOT TO SCALE
A
150
900
150
APPROVED COVER TO BE INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
SEE NOTE 3
FLOW
SHAPE 'SM2' PROFILE TO ALLOW
FOR CORRECT ENTRY (TYP)
A
EXPANSION JOINTS
1000
CHANNEL DEPTH TRANSITION
1000
CHANNEL DEPTH TRANSITION
PLAN
SCALE 1:25
LINE OF KERB
600
25 MAX MORTAR
PACKING
60mm EXTRA DEPTH TO EXTEND
300mm EITHER SIDE OF PIT
110
THRO
AT
250
180
BACK OF KERB
(LINE OF SET-OUT)
30
REINFORCEMENT MESH TO BE
PLACED CENTRALLY.
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 4)
150
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
SEE NOTE 3
150
600
NOTES:
1.
2.
3.
4.
5.
150
SECTION A-A
REFER TO SD100 FOR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED, OR WHERE
EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAIN AT THE BOTTOM OF
THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED.
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE WITH CONSTRUCTION
WORKS TO DRAIN WATER FROM PAVEMENT.
ALL MEASUREMENTS IN MILLIMETRES
SIDE ENTRY PIT900mm INLET WITH CAST IRON
COVER & CONCRETE SURROUND FOR 'SM2'
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 435
NOT TO SCALE
A
150
900
150
APPROVED COVER TO BE INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
SEE NOTE 3
EXPANSION JOINTS
A
1000
CHANNEL DEPTH TRANSITION
1000
CHANNEL DEPTH TRANSITION
PLAN
LINE OF KERB
600
25 MAX MORTAR
PACKING
BACK OF KERB
(LINE OF SET-OUT)
110
60mm EXTRA DEPTH TO EXTEND
300mm EITHER SIDE OF PIT
THRO
AT
180
250
75
REINFORCEMENT MESH TO BE
PLACED CENTRALLY.
150
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 4)
SEE NOTE 3
150
600
SECTION A-A
NOTES:
1.
2.
3.
4.
5.
150
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
REFER TO SD100 FOR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS
USED, OR WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG
SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED.
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE WITH
CONSTRUCTION WORKS TO DRAIN WATER FROM PAVEMENT.
ALL MEASUREMENTS IN MILLIMETRES
SIDE ENTRY PIT 900mm INLET WITH CAST IRON
COVER & CONCRETE SURROUND FOR 'SM2-M'
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 440
NOT TO SCALE
LINE OF
INSIDE PIT WALL
150
800
BACK OF KERB
900
A
150
1300
A
NOTES:
3.
4.
5.
6.
7.
8.
9.
SEE NOTE 7
PLAN
LINE OF
INSIDE PIT WALL
1200x750 APPROVED
LIGHTWEIGHT LID.
THROAT 100mm
450 MIN
100
700 MIN
2.
FOR DEPTH OF INVERT GREATER THAN
1.5m, MIN. WALL & BASE THICKNESS TO BE
200mm AND BASE TO BE CORBELLED OUT
TO 900x900mm.
MIN. INTERNAL PIT DIMENSION = EXTERNAL
PIPE Ø + 150mm. FOR PIPE Ø GREATER
THAN 450mm CORBEL PIT TOP TO A MIN. OF
600mm.
SL82 REINFORCING IS REQUIRED FOR PITS
GREATER THAN 1200 DEEP.
PIT LID TO BE LIGHTWEIGHT FIBREGLASS
TYPE, OR APPROVED EQUIVALENT.
GRATE & FRAME TO BE HINGED.
CONCRETE STRENGTH SHALL BE 25MPa AT
28 DAYS.
WHERE NO AG PIPES EXIST, SEAL STUBS
WITH GEOFABRIC.
WHERE NO SUBSOIL DRAIN INSTALLED, OR
WHERE GRAVEL BACKFILL IS USED, OR
WHERE EXPANSIVE CLAYS ARE PRESENT;
INSTALL 1m LONG SUBSOIL DRAIN AT THE
BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE
SEALED IF NOT USED.
WHERE PIT AT LOW POINT
CONSTRUCT-100mm DIA. P.V.C. PIPE WITH
CONSTRUCTION WORKS TO DRAIN WATER
FROM PAVEMENT.
150
1.
REINFORCEMENT
TO BE CENTRALLY
LOCATED WITHIN
WALL. LAPS TO BE
300mm MIN.
SEE NOTE 2
150
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 8)
SEE NOTE 1
SEE NOTE 7
SECTION A-A
ALL MEASUREMENTS IN MILLIMETRES
GRATED SIDE ENTRY PIT WITH LIGHTWEIGHT
COVER & CONCRETE SURROUND FOR 'SM2-M'
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 441
NOT TO SCALE
A
150
1900
150
APPROVED COVER TO BE
INSTALLED TO MANUFACTURER'S
SPECIFICATIONS.
SEE NOTE 3
EXPANSION JOINTS
EXPANSION JOINTS
A
1000
CHANNEL DEPTH TRANSITION
1000
CHANNEL DEPTH TRANSITION
PLAN
SCALE 1:25
LINE OF KERB
450
25 MAX MORTAR
PACKING
BACK OF KERB
(LINE OF SET-OUT)
180
CHANNEL INVERT 40mm DEEPER
ACROSS THROAT OF PIT
SUPPORT LEG EITHER CAST INSITU OR
MODIFIED TO FIX TO THROAT WITH
APPROVED MASONRY ANCHORS
SUPPORT PLATE & LEG
IF REQUIRED BY
MANUFACTURER'S
SPECIFICATIONS
110
THROAT
75
REINFORCEMENT MESH
TO BE PLACED
CENTRALLY.
150
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 4)
SEE NOTE 3
150
600
150
SECTION A-A
NOTES:
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
1.
2.
3.
4.
5.
REFER TO SD100 FR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS
USED, OR WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG
SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE WITH
CONSTRUCTION WORKS TO DRAIN WATER FROM PAVEMENT.
ALL MEASUREMENTS IN MILLIMETRES
DOUBLE SIDE ENTRY PIT 1900mm INLET WITH APPROVED
COVER & CONCRETE SURROUND FOR 'B2'
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 445
NOT TO SCALE
A
150
1900
150
APPROVED CAST IRON COVER WITH
EXTENDED CONCRETE SURROUND
OR APPROVED EQUIVALENT COVER
TO BE INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
SEE NOTE 3
1000
1000
KERB WIDTH TRANSITION
A
KERB WIDTH TRANSITION
PLAN
LINE OF KERB
600
25 MAX MORTAR
PACKING
BACK OF KERB
(LINE OF SET-OUT)
SUPPORT LEG EITHER CAST
INSITU OR MODIFIED TO FIX TO
THROAT WITH APPROVED
MASONRY ANCHORS
180
CHANNEL INVERT 40mm DEEPER
ACROSS THROAT OF PIT
110
THROAT
SUPPORT PLATE & LEG
75
REINFORCEMENT MESH
TO BE PLACED
CENTRALLY.
150
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 5)
SEE NOTE 3
150
4.
5.
150
SECTION A-A
NOTES:
1.
2.
3.
600
REFER TO SD100 FR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE
WITH CONSTRUCTION WORKS TO DRAIN WATER FROM PAVEMENT.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL
BACKFILL IS USED, OR WHERE EXPANSIVE CLAYS ARE PRESENT;
INSTALL 1m LONG SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED.
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
ALL MEASUREMENTS IN MILLIMETRES
DOUBLE SIDE ENTRY PIT 1900
mm INLET WITH CAST
IRON COVER & CONCRETE SURROUND FOR 'SM2'
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 450
NOT TO SCALE
FINISHED SURFACE LEVEL
150
150
150
100
REINFORCEMENT DETAILS
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
REINFORCEMENT MESH
TO BE PLACED
CENTRALLY.
150
APPROVED
FCR BEDDING
150
150
PIT WIDTH 'W'
REFER PIT SCHEDULE
A
500 MIN.
SECTION A-A
FLOW
B
'W'
B
NOTES:
1.
CONCRETE STRENGTH F'C = 25MPa.
(MIN) AT 28 DAYS.
'L'
A
APPROVED GRATE & FRAME TO BE
INSTALLED TO MANUFACTURERS
SPECIFICATIONS. REFER TO PIT
SCHEDULE FOR DETAILS.
500 MIN.
PLAN
100
SCALE 1:25
25
NOTES:
1.
2.
FLOW
HEAVY DUTY COVERS TO BE USED WHEN SUBJECT TO
TRAFFICABLE LOADS (AS3996 CLASS D - 240kN) OR
APPROVED EQUIVALENT.
MEDIUM DUTY COVERS TO BE USED IN OFF ROAD USE
(AS3996 CLASS B - 80kN) OR APPROVED EQUIVALENT.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
ALTERNATIVE
PROVIDING FOR
FLOWS IN BOTH
DIRECTIONS
SECTION B-B
ALL MEASUREMENTS IN MILLIMETRES
DEPRESSED GRATED PIT
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 455
NOT TO SCALE
150
900
150
CONCRETE COVER WITH APPROVED LIFTING
ANCHORS & F81 MESH PLACED CENTRALLY.
GATIC COVER OR APPROVED EQUIVALENT TO BE USED
IN ROAD RESERVES OR OPENING ON BOTH SIDES.
B
REINFORCEMENT DETAILS
SEE NOTE 4
A
A
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
NOTES:
1.
40mm N.B. GALVANISED
HEAVY WEIGHT PIPE
CAST INTO PIT WALLS
B
INLET TO BE FULL LENGTH
75 MIN
2.
3.
PLAN
4.
SCALE 1:25
5.
PLACEMENT OF PIT WITHIN ROAD RESERVE /
MUNICIPAL RESERVE SUBJECT TO COUNCIL
APPROVAL.
REFER TO PIT SCHEDULE FOR CORRECT PIT
ORIENTATION.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28
DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE
GRAVEL BACKFILL IS USED, OR WHERE EXPANSIVE
CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL
DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED
IF NOT USED.
40mm N.B. GALVANISED
HEAVY WEIGHT PIPE
CAST INTO PIT WALLS
25x25mm
CHAMFER
n1
n1
1i
1/2
1/2
'W'+300
300
150
125
1i
120mm DIA HOLE IN
SIDE WALLS TO
ACCOMMODATE
SUBSOIL PAVEMENT
DRAINS IN BOTH
SIDES. (SEE NOTE 5)
100x100 CHAMFER
R 150
REINFORCEMENT
MESH TO BE PLACED
CENTRALLY.
150
SHAPE BASE
AS SHOWN
SEE NOTE 4
150
900
150
150
SECTION A-A
600
150
SECTION B-B
ALL MEASUREMENTS IN MILLIMETRES
INLET CATCH PIT
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 460
NOT TO SCALE
A
SEE NOTE 3
BACK OF KERB
PIT WIDTH 'W'
INVERT OF CHANNEL
LIP OF KERB
900
A
CHANNEL DEPTH TRANSITION
GRATE & SURROUND TO BE CLASS D
'BICYCLE SAFE' IN ACCORDANCE
WITH AUSTRALIAN STANDARDS.
PIT LENGTH 'L'
REFER PIT SCHEDULE
PLAN
SCALE 1:25
LINE OF KERB
REINFORCEMENT DETAILS
CHANNEL INVERT 40mm
DEEPER ACROSS
THROAT OF PIT
PIT LENGTH 'L'
OR WIDTH 'W'
REINFORCEMENT
UP TO 1200
SL92
1201 TO 1800
RL918
1801 TO 2400
RL1218
110
THROAT
REINFORCEMENT MESH TO
BE PLACED CENTRALLY.
120mm DIA HOLE IN
SIDE WALLS TO
ACCOMMODATE
SUBSOIL PAVEMENT
DRAINS IN BOTH
SIDES. (SEE NOTE 4)
NOTES:
150
1.
2.
3.
4.
5.
SEE NOTE 3
150
600
150
REFER TO SD100 FOR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL
BACKFILL IS USED, OR WHERE EXPANSIVE CLAYS ARE PRESENT;
INSTALL 1m LONG SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED
WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C. PIPE
WITH CONSTRUCTION WORKS TO DRAIN WATER FROM
PAVEMENT.
SECTION A-A
ALL MEASUREMENTS IN MILLIMETRES
GRATED SIDE ENTRY PIT INLET 900mm
WITH CONCRETE SURROUND FOR 'B2'
Infrastructure Design Manual Standard Drawings
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SD 475
NOT TO SCALE
A
150
900
A
1000
1300
150
500
ROLLOVER KERB
SEE NOTE 4
NOTES:
500
1.
2.
3.
4.
462
BACK OF KERB
PLAN
5.
GRATE & SURROUND TO BE
CLASS 'D' ("BICYCLE SAFE")
150
LINE OF KERB
435
REFER TO SD100 FR KERB DETAILS.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
CLASS D LOADING IS REQUIRED FOR LID.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE
GRAVEL BACKFILL IS USED, OR WHERE EXPANSIVE
CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL
DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF
NOT USED
TRAFFICABLE PIT LID TO BE
CONCRETE TYPE, OR APPROVED
EQUIVALENT MUST BE USED
226
150
300 Ø
600 MIN
462
APPROVED FCR BEDDING
150
120mm DIA HOLE IN SIDE WALLS TO
ACCOMMODATE SUBSOIL PAVEMENT
DRAINS IN BOTH SIDES. (SEE NOTE 5)
150
SEE NOTE 4
600
150
SECTION A-A
ALL MEASUREMENTS IN MILLIMETRES
GRATED PIT FOR SM2 MODIFIED KERB & CHANNEL
Infrastructure Design Manual Standard Drawings
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LAST UPDATED 26/02/2020
SD 480
NOT TO SCALE
A
SEE NOTE 6
150
900 MIN
150
BACK OF KERB
600
600 SM2-M KERB
520
1000
1230
A
SECTION A-A
LINE OF KERB
APPROVED TRAFFICABLE PRECAST
SURROUND & GRATE TO GENERALLY
MATCH GEOMETRY INCLUDING
DEPTH OF SD 100 SM2-M KERB
600
BACK OF KERB (LINE OF SET-OUT)
190
235
390
1000 MAX
CONNECTIONS FOR SUBSOIL DRAIN
ADAPTORS & \ OR HOUSE DRAINS
TO BE IN REAR WALL ONLY
REINFORCEMENT MESH TO BE
PLACED CENTRALLY
SEE NOTE 6
150
450 MIN
150
SECTION A-A
NOTES:
1.
2.
3.
4.
5.
6.
FOR USE AS UPSTREAM PIT ONLY
MAXIMUM PIT DEPTH 1000mm
APPROVED GRATE & SURROUND TYPE TO MATCH KERB
GRATE & SURROUND TO BE CLASS 'D' ("BICYCLE SAFE")
CONCRETE STRENGTH SHALL BE 25MPa AT 28 DAYS.
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED,
OR WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAIN
AT THE BOTTOM OF THE PIT.
ALL MEASUREMENTS IN MILLIMETRES
ALTERNATE GRATED PIT FOR SM2 MODIFIED
KERB & CHANNEL 'SM2-M' - UPSTREAM PIT ONLY
Infrastructure Design Manual Standard Drawings
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LAST UPDATED 26/02/2020
SD 481
NOT TO SCALE
150
KERB
INTERNAL OPENING OF
COVER 600mm x 350mm
INSERT T30
600mm TRANSITION
150
COVER INSERT
TAPER ON SIDE
LIFTING HOLE/S
TO BE PROVIDED
900 ('L')
GRATE & SURROUND TO BE
CLASS D 'BICYCLE SAFE' IN
ACCORDANCE WITH
AUSTRALIAN STANDARDS.
OF
480
SEE NOTE 2
600 ('W')
150
BACK
150
PLAN
TRAFFICABLE PIT LID TO BE
CONCRETE TYPE, OR APPROVED
EQUIVALENT MUST BE USED
LINE OF KERB
CHANNEL TO BE
TRANSITIONED
0.60m ON BOTH
SIDES OF GRATING
300
50
PIT TO BE CONSTRUCTED IN
TWO STAGES.
STAGE 2 - TOP 500mm OF PIT
IN CONJUNCTION WITH KERB
AND CHANNEL.
STAGE TWO
110 THROAT
STAGE ONE
120mm DIA HOLE IN SIDE
WALLS TO ACCOMMODATE
SUBSOIL PAVEMENT DRAINS IN
BOTH SIDES. (SEE NOTE 3)
SEE NOTE 2
150
150
3.
150
600
SECTION A-A
NOTES:
1.
2.
600 ('W')
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS
WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED, OR WHERE
EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAIN AT THE BOTTOM OF THE PIT.
SUBSOIL / PAVEMENT DRAIN HOLES TO BE SEALED IF NOT USED
ALL MEASUREMENTS IN MILLIMETRES
900 x 600mm SIDE ENTRY PIT WITH GRATING
Infrastructure Design Manual Standard Drawings
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LAST UPDATED 26/02/2020
SD 490
NOT TO SCALE
600
450 APPROX.
175
GRATE TO BE CLASS B "BICYCLE
SAFE" IN ACCORDANCE WITH
AUSTRALIAN STANDARDS
A
R2.0
R1.0
R2.0
230
610
450 APPROX.
R1.0
R2.0
SPOON DRAIN
SPOON DRAIN
100
115
CONCRETE PATH
MATCH EDGE PATH
A
GRATE TO BE CLASS B "BICYCLE
SAFE" IN ACCORDANCE WITH
AUSTRALIAN STANDARDS
40
10
STRIP
100
NATURE
DEPTH VARIES
FOOTPATH
175
100
100
SECTION A-A
NOTES:
1.
2.
3.
4.
5.
6.
350 (MIN)
EDGE CONCRETE AROUND PERIMETER OF GRATE.
TOP OF GRATE 50mm BELOW EDGE OF PATH.
DO NOT CAST IN OR BOND GRATE TO CONCRETE PIT TO ALLOW EASY ACCESS TO PIT.
CONCRETE TO BE SMOOTH TROWELLED FINISH.
GRATE FRAME TO BE OILED IF INSTALLED IN WET CONCRETE.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS
ALL MEASUREMENTS IN MILLIMETRES
SPOON PIT WITH GRATING
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LAST UPDATED 12/03/2020
SD 495
NOT TO SCALE
BACK OF KERB
INVERT OF KERB
SM2 (M)
LIP OF KERB/
EDGE OF ROAD
EDGE O
F CONC
RETE D
RIVEWA
Y
GRATE & SURROUND TO BE
CLASS D "BICYCLE SAFE" IN
ACCORDANCE WITH
AUSTRALIAN STANDARDS.
GRATES MATCHING THE
PROFILE OF THE EXISTING
KERB AND CHANNEL AND
LAYBACK ARE PREFFERRED.
A
A
2 No. 1000 LONG N10 BARS AT PIT
CORNERS RECOMMENDED IN ADDITION
TO DRIVEWAY REINFORCEMENT FOR
CRACK CONTROL
GRATE & SURROUND TO BE CLASS D "BICYCLE SAFE"
IN ACCORDANCE WITH AUSTRALIAN STANDARDS.
GRATES MATCHING THE PROFILE OF LAYBACK
PROFILE ARE PREFERRED. GRATE TYPE TO BE
APPROVED PRIOR TO INSTALLATION
SL92 MESH
CENTRALLY
PLACED
WALL THICKNESS.
150mm MINIMUM
Ø
45°
NOTE:
EXISTING PIT MUST BE REMOVED AND REBUILT
UNLESS EXISTING PIT IS CHECKED & CERTIFIED
AS TRAFFICABLE TYPE.
SECTION A-A
MODIFIED EXISTING PIT TO GRATED PIT
IN VEHICLE CROSSING / LAYBACK
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LAST UPDATED 26/02/2020
SD 496
NOT TO SCALE
DIMENSIONS
TYPE 1
*SLOPE AT 1.5:1
TYPE 2
*SLOPE AT 2:1
TYPE 3
*SLOPE AT 3:1
B
C
D
F
B
C
D
F
B
C
138
221
307
394
1037
1286
1547
1804
197
315
438
563
240
385
535
687
138
294
409
525
1129
1433
1752
2066
262
420
584
750
320
513
713
916
275
441
613
788
1312
1727
2161
2591
* THEORETICAL SLOPE OF WINGWALL MEASURED AT RIGHT ANGLES TO THE ROADWAY.
** A2=A+E+EXTERNAL DIAMETER OF PIPE
# APPROXIMATE ONLY
A
D
EXTERNAL
PIPE
DIA#
A**
300
375
450
525
362
445
534
616
762
845
934
1016
E
480
769
1069
1373
E
200
NOM
PIPE
DIA
F
393
630
876
1125
200
H
B
300
300
300
300
A2/2
531
610
692
775
B
A2
FOR LARGER PIPE DIAMETERS REFER
TO VICROADS SD1931 REV B
A
PLAN
SEE NOTE 1
H
200
D
APPROX 200
12 DIA BAR CONTINUOUS
AROUND TOP OF
STRUCTURE.
SL
O
PE
400
*
20
400
END ELEVATION
40
200
BEDDING AS
SPECIFIED
200
40
SIZE AND EXTENT OF
BEACHING TO BE DESIGNED
TO CONTROL EROSION
F
SECTION A-A
NOTES:
D
35°
200
164
B
A
1.
B
2.
C
PLAN
3.
4.
200
V
50
5.
6.
200
7.
BECAUSE THE RELATION OF THE BATTER TO THE TOP OF THE ENDWALL IS ESSENTIAL
FOR THE SAFETY OF THE MOTORIST THE DETAILS AS SHOWN IN SECTION A-A MUST BE
ADHERED TO DURING CONSTRUCTION.
REINFORCEMENT, F82 UNLESS OTHERWISE SPECIFIED, SHALL BE CONTINUOUS AROUND
CORNERS AND LOCATED AS SHOWN ON SECTIONS A-A AND B-B. CLEAR COVER 50 MIN.
LAPS: FABRICS 300 MIN, BARS 25 X BAR DIAMETER MIN.
DISTRIBUTION BARS 12 DIA AT 200 CENTRES.
CONCRETE STRENGTH SHALL BE 32MPa. (MIN) AT 28 DAYS.STANDARD STRENGTH GRADE
OR HIGHER COMPLYING WITH THE REQUIREMENTS OF AS 1379. EXPOSURE
CLASSIFICATION UP TO AND INCLUDING B1.
EXPOSED EDGES SHALL HAVE 20 x 20 CHAMFERS.
COMPACTION PRESSURE BEHIND WALLS NOT TO EXCEED 15 kPa. (1.5 TONNE
VIBRATORY ROLLER OR 300 kg VIBRATING PLATE WITHIN 0.5m OF WALL).
ENDWALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT
PROVISIONS OF AS 3600.
50
SECTION B-B
V = VARIABLE HEIGHT OF
THE WINGWALL
ALL MEASUREMENTS IN MILLIMETRES
REINFORCED CONCRETE WINGWALL (IN-SITU)
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SD 497
NOT TO SCALE
A
TOP OF BATTER
TOE
TOE
A
SIZE AND EXTENT OF
BEACHING TO BE DESIGNED
TO CONTROL EROSION
PLAN
NTS
1 No. N12 BAR
PLACED CENTRALLY
400
200
TOP OF BATTER
600+PIPE O.D.Ø
100
400
1 No. N12 BAR
PLACED CENTRALLY
800+PIPE O.D.Ø
TOP OF BATTER
230
200
END ELEVATION
NTS
100
1.
2.
3.
4.
5.
COMPACTION PRESSURE BEHIND ENDWALLS IS NOT TO EXCEED
12.5kPa.REFER (1.5 TONNE VIBRATORY ROLLER).
A MAXIMUM PIPE SIZE OF 375Ø FOR THIS ENDWALL ARRANGEMENT.
NOT TO BE USED WHERE GENERAL VEHICULAR TRAFFIC IS
PRESENT, (MAINTENANCE OR EMERGENCY VEHICLES EXCEPTED
AS ALLOWED BY SD 260).
ALTERNATIVELY PRECAST ENDWALL MAY BE USED WHERE
APPROVED BY COUNCIL.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.
400 (MIN)
NOTES:
SECTION A-A
ALL MEASUREMENTS IN MILLIMETRES
CONCRETE ENDWALL FOR PIPES UP TO
375mmØ (WALKWAYS, PATHS & TRACKS)
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SD 498
NOT TO SCALE
300
NATURAL
SURFACE
6:1
6:1
100mm DEPTH TOPSOIL OR
HYDROMULCH AS SPECIFIED
TYPICAL GRASS CATCH DRAIN SECTIONS
TOPSOIL OR HYDROMULCH
AS SPECIFIED
TYPE 1, 150mm DIA. MIN.
ROCK BEACHING
AS SPECIFIED
NATURAL
SURFACE
6:1
300
300
300
6:1
GRASS
GEOTEXTILE
AS SPECIFIED
GEOTEXTILE
AS SPECIFIED
TYPICAL BEACHED CATCH DRAIN
COMPACTED
EARTH MOUND
300
UNDISTURBED
NATURAL SURFACE
150 MIN
NOTES:
1.
4
1
TO
6 TO 1
2.
300 MIN
3.
4.
TYPICAL MOUNDED CATCH DRAIN
5.
CATCH DRAINS SHALL BE CONSTRUCTED WHERE
INDICATED ON ALIGNMENT PLANS.
CATCH DRAINS LOCATION RELATIVE TO THE
BATTER SHALL BE DETERMINED BY THE COUNCIL
REPRESENTATIVE.
CATCH DRAINS SHALL BE GRADED TO CULVERTS
OR EXISTING LOW POINTS.
CATCH DRAINS SHALL BE LINED WITH TOPSOIL
OR HYDROMULCH AS SHOWN.
REFER SD460 FOR INLET CATCH PIT DETAILS.
(ERODABLE TERRAIN)
FIL
LB
STRIPPED SURFACE
UNDISTURBED
NATURAL SURFACE
ATT
ER
TYPICAL CATCH DRAIN AT TOE OF BATTER
ALL MEASUREMENTS IN MILLIMETRES
CATCH DRAIN DETAILS
Infrastructure Design Manual Standard Drawings
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LAST UPDATED 20/03/2015
SD 500
NOT TO SCALE
LINE OF KERB
CONCRETE FOOTPATH
125mm DEPTH WITH SL72 MESH
'SM2' PROFILE
REFER SD140 'HEAVY DUTY KERB ADAPTORS
FOR B2 & SM2 KERBS' FOR FURTHER DETAIL.
PROPERTY LINE
INSPECTION SHAFT TO TEMPORARILY
EXTEND 300 ABOVE FINISHED SURFACE
LEVEL (WITH PUSH ON CAP) DURING
CONSTRUCTION PHASE OF WORKS.
300 MIN.
LINE OF KERB
IO
TEE
'B2' PROFILE
100Ø SN6 SJW
U-PVC PIPE ONLY
50mm COMPACTED DEPTH OF
APPROVED BEDDING SAND
DESIGN MINIMUM GRADE 1:100
ABSOLUTE MINIMUM GRADE 1:150
100Ø MIN PIPE SIZE
TYPICAL CROSS SECTION
SCALE 1:25
TEMPORARY CAP
NOTES:
1.
2.
LOCATION OF HOUSE DRAINS WITHIN PROPERTY
BOUNDARY TO BE MARKED WITH AN APPROVED TAPE
TIED TO EXTEND THROUGH FINISHED SURFACE FOR
EASY LOCATION BY BUILDERS.
REFER TO PLUMBING CODE OF AUSTRALIA FOR ALL PIPE
LAYING AND JOINTING REQUIREMENTS.
ALL MEASUREMENTS IN MILLIMETRES
HOUSE DRAIN TO KERB & CHANNEL
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LAST UPDATED 26/02/2020
SD 505
NOT TO SCALE
INSPECTION SHAFT TO TEMPORARILY EXTEND 300
ABOVE FINISHED SURFACE LEVEL (WITH PUSH ON CAP)
DURING CONSTRUCTION PHASE OF WORKS.
ROAD RESERVE
PROPERTY LINE
CARRIAGEWAY
FINISHED SURFACE LEVEL
150
MIN
IO
150
MIN
300 MIN
IO
600
(DESIRABLE
MINIMUM)
45°
90°
TEE
100 MIN
45°
150-100Ø
REDUCER
OFFSET TAPER
90°
TEE
50mm COMPACTED DEPTH OF
APPROVED BEDDING SAND
150Ø SN6
SWJ U-PVC
DESIGN MINIMUM GRADE 1:100
ABSOLUTE MINIMUM GRADE 1:150
100Ø MIN PIPE SIZE
TEMPORARY CAP
REFER SD515
OUTFALL DIRECT TO PIPE
(UNDER ROAD PAVEMENT)
FAUCET TO BE INSTALLED INTO
PIT WALL DURING CONSTRUCTION
TO SUIT 150Ø PIPE
NOTES:
LOCATION OF HOUSE DRAINS WITHIN PROPERTY BOUNDARY TO BE
MARKED WITH AN APPROVED TAPE TIED TO EXTEND THROUGH
FINISHED SURFACE FOR EASY LOCATION BY BUILDERS.
2. 20mm CLASS 3 F.C.R. BACKFILL COMPACTED TO 98% MODIFIED DENSITY
RATIO TO BE USED UNDER ROAD PAVEMENT.
3. CONCRETE KERB TO BE STAMPED WHEN CURING WITH THE LETTER 'D'
ADJACENT THE HOUSE DRAIN CONNECTION POINT.
4. REFER TO PLUMBING CODE OF AUSTRALIA FOR ALL PIPE LAYING AND
REQUIREMENTS.
ALL MEASUREMENTS INJOINTING
MILLIMETRES
OUTFALL DIRECT TO DRAINAGE PIT
(STREET DRAINAGE)
1.
HOUSE DRAIN UNDER ROAD PAVEMENT
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SD 510
NOT TO SCALE
INSPECTION SHAFT TO TEMPORARILY
EXTEND 300 ABOVE FINISHED SURFACE
LEVEL (WITH PUSH ON CAP) DURING
CONSTRUCTION PHASE OF WORKS.
THE LETTER 'D' IS TO BE IMPRINTED IN
THE FACE OF KERB (40mm HIGH)
PROPERTY LINE
300 MIN.
REINSTATE WITH SEEDED
TOPSOIL TO 100mm DEPTH
300
600 BELOW TOP OF KERB (DESIRABLE MINIMUM)
150 FINISHED
LEVEL TO I.O.
LINE OF KERB
SCREW ON CAP
EXISTING/NEW
KERB PROFILE
150Ø SN6 SWJ
U-PVC RISER FOR
INSPECTION OPENING
SUB-BASE PAVEMENT LAYER
FUTURE PROPERTY
CONNECTION
100Ø SN6
SWJ U-PVC
'T' JUNCTION
150Ø SN6 SWJ
U-PVC 'T' JUNCTION
150-100Ø
REDUCER
OFFSET TAPER
CONNECT TO STORMWATER PIPE
WITH 150Ø 'CONCONECT' OR
APPROVED EQUIVALENT. TO BE
INSTALLED AS PER MANUFACTURERS
RECOMMENDATIONS. RISER TO JOIN
WITH PIPE CONNECTOR VIA SWJ.
100Ø MIN PIPE SIZE
PROPERTY CONNECTION
POINT TO BE CAPPED.
TYPICAL CROSS SECTION
NOT TO SCALE
NOTES:
1.
2.
REFER TO PLUMBING CODE OF AUSTRALIA FOR
ALL PIPE LAYING AND JOINTING REQUIREMENTS.
LOCATION OF HOUSE DRAINS WITHIN PROPERTY
BOUNDARY TO BE MARKED WITH AN APPROVED
TAPE TIED TO EXTEND THROUGH FINISHED
SURFACE FOR EASY LOCATION BY BUILDERS.
ALL MEASUREMENTS IN MILLIMETRES
STREET DRAIN CONNECTION
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SD 515
NOT TO SCALE
INSPECTION SHAFT TO TEMPORARILY
EXTEND 300 ABOVE FINISHED SURFACE
LEVEL (WITH PUSH ON CAP) DURING
CONSTRUCTION PHASE OF WORKS.
PROPERTY LINE
300 MIN.
THE LETTER 'D' IS TO BE IMPRINTED IN
THE FACE OF KERB (40mm HIGH)
FINISHED
SURFACE
150 FINISHED
LEVEL TO I.O.
REINSTATE WITH SEEDED
TOPSOIL TO 100mm DEPTH
100Ø SEWER
SN6 U-PVC
'T' JUNCTION
300
(DESIRABLE MINIMUM)
SCREW ON CAP
EXISTING/NEW
KERB PROFILE
150Ø SEWER SN6
U-PVC RISER FOR
INSPECTION OPENING
150-100Ø
REDUCER
OFFSET TAPER
SUB-BASE PAVEMENT LAYER
250 MIN.
150Ø SEWER CLASS
M-PVC 'Y' JUNCTION
100Ø MIN PIPE SIZE
150Ø CONNECT TO
STORMWATER PIPE WITH
'CONCONECT' OR APPROVED
EQUIVALENT. TO BE INSTALLED
AS PER MANUFACTURERS
RECOMMENDATIONS.
45°
FUTURE PROPERTY
CONNECTION
600 BELOW TOP OF KERB
LINE OF KERB
PROPERTY CONNECTION
POINT TO BE CAPPED.
TYPICAL CROSS SECTION
NOT TO SCALE
NOTES:
1.
2.
LOCATION OF HOUSE DRAINS WITHIN PROPERTY
BOUNDARY TO BE MARKED WITH AN APPROVED
TAPE TIED TO EXTEND THROUGH FINISHED
SURFACE FOR EASY LOCATION BY BUILDERS.
REFER TO PLUMBING CODE OF AUSTRALIA FOR
ALL PIPE LAYING AND JOINTING REQUIREMENTS.
ALL MEASUREMENTS IN MILLIMETRES
STREET DRAIN CONNECTION
(45° TO PIPE WHERE COVER LIMITED)
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LAST UPDATED 26/02/2020
SD 516
NOT TO SCALE
450 x 450 GRATED
COLLECTION PIT
40
A
NATURAL
CAST IN 1.0m (MIN) 100Ø SN6
SWJ U-PVC PROPERTY
CONNECTION STUB AT 1 IN 100
GRADE (MIN). STUB TO BE
CAPPED IF FOR FUTURE
CONNECTION.
SURFACE
FLOW
DEPTH TO PIPE
VARIES-500 MIN.
30
150Ø SN8 SWJ U-PVC RISER
A
20mm NOM SIZE CLASS 3 FINE
CRUSHED ROCK COMPACTED TO 95%
MODIFIED DENSITY RATIO COMPACTION
IN 150mm THICK LAYERS
CONNECT TO STORMWATER PIPE WITH 150Ø
'CONCONECT' OR APPROVED EQUIVALENT.
TO BE INSTALLED AS PER MANUFACTURERS
RECOMMENDATIONS. RISER TO JOIN WITH
PIPE CONNECTOR VIA SWJ.
EASEMENT DRAIN
DIAMETER VARIES
SIDE ELEVATION
NOT TO SCALE
EASEMENT
DRAIN
GRATE TO BE CLASS B "BICYCLE
SAFE" IN ACCORDANCE WITH
AUSTRALIAN STANDARDS
250
250
A
250
40
10
FINISHED
SURFACE
DEPTH VARIES
100
FINISHED
SURFAC
E
PROPERTY
CONNECTION
200
200
250
200
A
250
100
EASEMENT
DRAIN
450
100
SECTION A-A
COLLECTION PIT - PLAN
NOTES:
NOT TO SCALE
1.
2.
3.
4.
5.
6.
7.
NOT TO SCALE
TOP OF GRATE 40mm (min) BELOW FINISHED SURFACE.
DO NOT BOND GRATE TO CONCRETE TO ALLOW EASY ACCESS TO PIT.
CONCRETE TO BE SMOOTH TROWELLED FINISH.
GRATE FRAME TO BE OILED IF INSTALLED IN WET CONCRETE.
CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS
SEAL UP AND MAKE GOOD PIPE CONNECTION / INSERTION TO PIT.
PROPERTY CONNECTION MIN 100Ø PIPE AS PER IDM CLAUSE 16.10.2 (PIPE DIAMETERS).
ALL MEASUREMENTS IN MILLIMETRES
EASEMENT DRAIN CONNECTION
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 520
NOT TO SCALE
200
450
200
450
200
FLUSHOUT RISER COVER
(REFER SD530)
300 MIN
500 MAX
150 DEEP CONCRETE APRON
REINFORCED WITH SL81
EDGE OF SHOULDER
OR BACK OF KERB.
JOINS SUBSOIL DRAIN
TYPICAL FLUSHOUT RISER PLAN
FLUSHOUT RISER COVER
(REFER SD530)
150 DEEP CONCRETE APRON
REINFORCED WITH SL81
FILTER
20 MPa CONC. BEDDING
(750x750x150mm )
R1.0
TYPICAL FLUSHOUT RISER SECTION
ALL MEASUREMENTS IN MILLIMETRES
FLUSHOUT RISER DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/03/2015
SD 525
NOT TO SCALE
LIFTING POINT
450
6 Ø MS WELD RING (260 Ø)
10 Ø GALVANISED MS
ROD 310 LONG
PLAN
PLAN
LIFTING POINT
10 Ø MS WELD
RING (380 Ø)
205
6 Ø MS WELD RING (260 Ø)
60
30
320
315
315
325
10 Ø GALVANISED MS
ROD 310 LONG
450
SECTION
SECTION
CONCRETE PLUG
CONCRETE SURROUND
FLUSHOUT RISER COVER DETAIL
ALL MEASUREMENTS IN MILLIMETRES
FLUSHOUT RISER COVER DETAIL
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/03/2015
SD 530
NOT TO SCALE
WIDTH OF TRENCH
(O.D. +300)
A
150
O.D.
* 'O.D.' DENOTES OUTSIDE DIAMETER
150
150
225
A
ELEVATION
300
O.D.
150
RUBBER RING JOINT
75
PIPE BEDDING
225
COLLAR TO BE LOCATED
UPSTREAM OF ANCHOR
SECTION A-A
NOTES:
1.
2.
3.
FOR USE ON PIPE AT GRADES OF 1 IN 10 OR GREATER.
TO BE CONSTRUCTED AT A MAXIMUM OF 10m CTRS.
CONCRETE STRENGTH TO BE 25MPa.
ALL MEASUREMENTS IN MILLIMETRES
DRAINAGE PIPE ANCHOR BLOCK
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/03/2015
SD 535
NOT TO SCALE
FOR DIMENSIONS (A) (B) & (C) REFER TO IDM DESIGN GUIDELINES:
CLAUSE 12.4 TABLE 6 - 'RURAL ROAD CHARACTERISTICS'.
ROAD RESERVE (C)
SHOULDER
(B)
VERGE
600
1000
(DESIRABLE MINIMUM)
VERGE
600
PAVEMENT (A +600)
1 IN 25
( 4.0% )
1 IN 3
( 33.3% )
SHOULDER
(B)
SPRAYED SEAL (A)
1 IN 33 ( 3.0% )
VARIES
1 IN 6 TYP.
(16.7% )
1 IN 33 ( 3.0% )
1 IN 25
( 4.0% )
BASE & SUB-BASE DEPTH OF MATERIAL TO BE
SPECIFIED IN ACCORDANCE WITH IDM DESIGN GUIDELINES
TYPICAL CROSS SECTION
SEALED ROAD
VERGE
INVERT OF DRAIN
300-500
600
BASE OF PAVEMENT
VERGE
1200
NOTE:
INVERT OF 'TRAPEZOIDAL' TABLE DRAINS
TO BE BELOW THE BASE OF PAVEMENT.
100
VERGE
1200
GRAVEL SURFACE 4000 - 6000
TOLERANCE FOR MAINTENANCE
GRADING IS +/- 0.5%
'TRAPEZOIDAL' CUT TYPE
>1 IN 20
( > 5.0% )
VERGE
1 IN 3
( 33.3% )
VARIES
1 IN 20 ( 5.0% )
1 IN 20 ( 5.0% )
>1 IN 20
( > 5.0% )
BASE & SUB-BASE DEPTH OF MATERIAL TO BE
SPECIFIED IN ACCORDANCE WITH IDM DESIGN GUIDELINES
INVERT OF DRAIN
300-500
100
BASE OF PAVEMENT
TYPICAL CROSS SECTION
GRAVEL ROAD
NOTE:
INVERT OF 'V' TABLE DRAINS TO BE
BELOW THE BASE OF PAVEMENT.
'V' CUT TYPE
TYPICAL OPEN TABLE DRAINS
TYPICAL ROAD PROFILES RURAL
TYPICAL ROAD PROFILES RURAL
Infrastructure Design Manual Standard Drawings
ALL MEASUREMENTS IN MILLIMETRES
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 20/03/2015
LAST UPDATED 20/03/2015
SD
600
SD 600
NOT TO SCALE
NOT TO SCALE
14.0m (MIN)
3.5m (MIN)
0.05m
6.0m (MIN)
3.5m (MIN)
1.50m
1.50m
0.05m
ACCESS PLACE
16.0m (MIN)
3.5m (MIN)
0.05m
7.3m (MIN)
1.50m
3.5m (MIN)
1.50m
0.05m
ACCESS STREET
24.0m (MIN)
6.0m (MIN)
0.50m
11.7m (MIN)
6.0m (MIN)
2.50m
0.50m
2.50m
COLLECTOR STREET - LEVEL 1
34.0m (MIN)
6.0m (MIN)
0.50m
7.0m (MIN)
6.0m (MIN)
7.0m (MIN)
6.2m (MIN)
2.50m
2.50m
0.50m
COLLECTOR STREET - LEVEL 2
NOTES:
1. REFER TO IDM DESIGN GUIDELINES: SECTION 12.3, TABLE 2
- 'URBAN ROAD / STREET CHARACTERISTICS'.
2. PROFILES TO BE USED FOR LOW DENSITY RESIDENTIAL
ZONES - RURAL ONLY. FOR LOW DENSITY RESIDENTIAL
ZONES - URBAN SEE PROFILES FOR URBAN ROADS.
TYPICAL ROAD PROFILES
ACCESS
PLACE
TYPICAL ROAD
PROFILES
ACCESS PLACE
& STREET / COLLECTOR
1 &LEVEL
2 1&2
& STREETLEVEL
/ COLLECTOR
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
LAST UPDATED 26/02/2020
SD 605
SD
605
NOT TO SCALE
NOT TO SCALE
20.0m
0 - 50 V.P.D. 4.0m (MIN) GRAVEL
1.5m 51 - 150 V.P.D. 4.0m (MIN) SEAL
(MIN)
+ 150 V.P.D. 6.2m (MIN) SEAL
1.5m
(MIN)
RURAL ACCESS - GROUP A COUNCILS
* V.P.D. = VEHICLES PER DAY
20.0m
0 - 50 V.P.D. 0m
+ 50 V.P.D. 1.5m
0 - 50 V.P.D. 0m
+ 50 V.P.D. 1.5m
6.0m SEAL (MIN)
RURAL ACCESS - GROUP B COUNCILS
* V.P.D. = VEHICLES PER DAY
20.0m
1.5m
(MIN)
6.2m GROUP A
7.0m GROUP B
1.5m
(MIN)
LOW DENSITY RESIDENTIAL COLLECTOR ROAD - GROUP A COUNCILS
16.0m (MIN)
7.5m (MIN)
LOW DENSITY RESIDENTIAL COLLECTOR ROAD - SOUTH GIPPSLAND
NOTES:
1. REFER TO IDM DESIGN GUIDELINES: SECTION 12.4, TABLE 6 'RURAL ROAD CHARACTERISTICS'.
2. PROFILES TO BE USED FOR LOW DENSITY RESIDENTIAL ZONES
- RURAL ONLY. FOR LOW DENSITY RESIDENTIAL ZONES - URBAN
SEE PROFILES FOR URBAN ROADS.
TYPICAL ROAD PROFILES
LOW
DENSITY
TYPICAL ROAD
PROFILES
LOW DENSITY
RESIDENTIAL
COLLECTOR
/ RURAL ACCESS
RESIDENTIAL COLLECTOR
/ RURAL
ACCESS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
LAST UPDATED 26/02/2020
SD
SD610610
NOT TO SCALE
NOT TO SCALE
20.0m
1.5m
(MIN)
6.2m
1.5m
(MIN)
RURAL LIVING ACCESS ROAD
20.0m
1.5m
(MIN)
6.2m (min) - GROUP A COUNCILS
7.0m (min) - GROUP B COUNCILS
1.5m
(MIN)
RURAL LIVING COLLECTOR ROAD
20.0m
1.5m
(MIN)
7.0m
1.5m
(MIN)
LOW DENSITY RESIDENTIAL ACCESS ROAD
NOTES:
1. REFER TO IDM DESIGN GUIDELINES: SECTION 12.4, TABLE 6 'RURAL ROAD CHARACTERISTICS'.
2. PROFILES TO BE USED FOR LOW DENSITY RESIDENTIAL
ZONES - RURAL ONLY. FOR LOW DENSITY RESIDENTIAL ZONES
- URBAN SEE PROFILES FOR URBAN ROADS.
TYPICAL ROAD PROFILES RURAL LIVING ACCESS &
COLLECTOR / LOW DENSITY RESIDENTIAL ACCESS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 615
NOT TO SCALE
32.0m (MIN)
22.0m (MIN)
4.8m (MIN)
4.8m (MIN)
60° PARKING
5.1m (min) - 6.3m (max)
60° PARKING
5.1m (min) - 6.3m (max)
COMMERCIAL STREET
25.0m (MIN)
6.1m (MIN)
0.05m
1.50m
12.5m (MIN)
6.1m (MIN)
PARKING
PARALLEL
PARKING
PARALLEL
FOOTPATH
1.50m
0.05m
FOOTPATH
INDUSTRIAL STREET
NOTE:
REFER TO IDM DESIGN GUIDELINES: SECTION 12.3, TABLE 2
- 'URBAN ROAD / STREET CHARACTERISTICS'.
TYPICAL ROAD PROFILES
COMMERCIAL STREET/ INDUSTRIAL STREET
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 26/02/2020
SD 620
NOT TO SCALE
W
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
W
W
G
G
G
W
G
W
W
W
W
W
W
W
DRAIN
G
W
W
BOUNDARY LINE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ROADSIDE
DRAIN
ROADSIDE
DRAIN
T G
W
3.3
4.2
2.0
5.4
W
W
ROAD CORRIDOR
7.0 TYP.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ROADSIDE DRAIN
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OVERHEAD POWER
LINES (BEHIND)
W
W
W
W
W
W
W
RESERVE WIDTH AS SPECIFIED BY THE RELEVANT AUTHORITY
W
W
W
W
W
W
W
W
W
BOUNDARY LINE
BOUNDARY LINE
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
ROAD CORRIDOR
W
G
W
G
ROADSIDE
DRAIN
W
G
W
G
BED OF DRAIN
W
W
W
G
G
G
W
G
W
G
ROADSIDE
DRAIN
ROAD DRAINAGE CULVERT
W
G
W
G
W
W
W
W
3.3
W
W
2.0
4.2
W
W
W
T G
W
W
G
G
G
G
G
G
G
G
G
G
W
G
W
G
5.4
W
G
W
W
W
G
G
G
W
G
W
W
W
G
G
G
W
G
W
G
W
G
W
G
W
G
W
W
W
G
G
G
W
G
W
G
W
W
W
G
G
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
W
G
NOTES
1. MINIMUM DEPTH OF COVER TO ALL UTILITY SERVICES WITH THE EXCEPTION OF
2. TELECOMMUNICATIONS SERVICES TO BE 600mm.
TELECOMMUNICATIONS SERVICES ARE TO HAVE A MINIMUM DEPTH OF COVER
OF 450mm. REFER TABLE A5 FOR FURTHER DETAILS.
3. MINIMUM DEPTH OF COVER SHALL BE BELOW THE NATURAL SURFACE LEVEL, WITH THE EXCEPTION OF
WHERE UNDERGROUND SERVICES PASS UNDER OR IN CLOSE VICINITY TO OPEN DRAINS.
4. WHEN PASSING UNDER OR IN CLOSE PROXIMITY TO OPEN DRAINS, MINIMUM DEPTH OF COVER FOR
UNDERGROUND
5. SERVICES SHALL BE BELOW BED OF DRAIN LEVEL.
6. FOR LOW DENSITY RESIDENTIAL INCORPORATING KERB AND CHANNEL, REFER TO FIGURE 1 FOR DETAILS.
G
W
W
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PREFERRED SERVICE LOCATIONS FOR
RURAL ACCESS STREETS
Infrastructure Design Manual Standard Drawings
W
W
W
W
PREFERRED SERVICE LOCATIONS FOR
RURAL ACCESS STREETS
W
W
W
G
W
W
W
W
W
W
W
W
W
ROADSIDE DRAIN
ROADSIDE DRAIN
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
BOUNDARY LINE
W
W
W
W
W
ROADSIDE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
ROAD
DRAINAGE
CULVERT
G
G
RESERVE WIDTH AS SPECIFIED BY THE RELEVANT AUTHORITY
BOUNDARY LINE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
VEHICLE
ACCESS
CULVERT
G
BOUNDARY LINE
DRAIN
OVERHEAD POWER
LINES (BEHIND)
Local Government
Infrastructure Design Association
LAST UPDATED 04/04/2016
625
A copy of the SD
Infrastructure
Design
SCALE
Manual canNOT
beTOviewed
on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 04/04/2016
SD 625
NOT TO SCALE
RESERVE WIDTH AS SPECIFIED BY THE RELEVANT AUTHORITY
LIGHT POLE,
REFER NOTE 2
STREET TREE CENTRALLY
LOCATED BETWEEN EDGE OF
FOOTPATH AND BACK OF KERB
TREE ZONE
5.0m DIAMETER x 0.6m DEEP
STREET TREE CENTRALLY
LOCATED BETWEEN EDGE OF
FOOTPATH AND BACK OF KERB
0.05m
1.2m WIDE SHARED TRENCH
ROAD CORRIDOR
1.5m
FOOTPATH
1.5m
FOOTPATH
TREE ZONE
5.0m DIAMETER x 0.6m DEEP
0.3m
0.05m
0.3m
0.15m
ELEC. PIT
ELEC PIT
DRAINAGE
CORRIDOR
0.35m
2.10m
S
E
S
S
S
S
S
S
BOUNDARY
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
E
BOUNDARY
E
E
E
E
E
E
E
E
E
E
E
E
E
E
ELEC PIT
E
SWD
SWD
SWD
SWD
SWD
PLAN VIEW
E
SWD
SWD
SWD
SWD
SWD
SWD
SWD
STREET
TREE
E
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
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RW
W
G
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G
W
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G
RW
W
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W
G
RW
W
G
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G
W
W
G
G
W
W
G
RW
G
W
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G
W
W
RW
G
G
W
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G
W
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G
G
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G
RW
W
G
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G
W
G
W
G
W
G
G
W
W
G
STREET
TREE
W
G
2.5m
W
W
W
RW
G
2.5m
W
G
SWD PIT
W
G
TYPICAL DRIVEWAY
W
G
G
G
G
G
1.0m
4.05m
W
S
S
S
S
S
S
S
S
BOUNDARY
S
W
S
S
S
S
1.5m WIDE FOOTPATH
BOUNDARY
ELEC. PIT
SWD PIT
1.55m
E
ELEVATION
E
4.05m
BACK OF KERB
1.0m
1.20m
(MAX)
LOK
FOK
BOK
S
SWD
BACK OF KERB
0.9m
MAX
BOK
FOK
LOK
BOUNDARY LINE
2.90m
E
SWD
2.50m
1.725m
BOUNDARY LINE
E
S
G RW W
1.725m
T
S
DRAINAGE
CORRIDOR
1.5m WIDE FOOTPATH
T
0.35m
LIGHT POLE
(ALL CROSS ROAD UTILITY INFRASTRUCTURE OMITTED FOR CLARITY)
NOTES
LEGEND
E
1. MINIMUM DEPTH OF COVER TO ALL UTILITY SERVICES WITH THE
EXCEPTION OF TELECOMMUNICATIONS SERVICES TO BE 600mm.
TELECOMMUNICATIONS SERVICES ARE TO HAVE A MINIMUM
DEPTH OF COVER OF 450mm. REFER TABLE A5 FOR FURTHER
DETAILS.
2. LIGHT POLE STANDARD OFFSET TO BE 800mm FROM BACK OF
KERB TO FACE OF POLE UNLESS THERE IS A CONFLICT WITH
UNDERGROUND SERVICES.
3. THE PREFERRED SEWER LOCATION IS OUTSIDE OF THE ROAD
RESERVE. WHERE IT IS NECESSARY FOR THE SEWER TO BE
WITHIN THE ROAD RESERVE, IT SHALL BE LOCATED AS INDICATED
ON THE CROSS SECTIONS.
4. WHERE STORM WATER ASSETS BELONG TO MELBOURNE WATER
AND ARE GREATER THAN 750mm IN DIAMETER, CONTACT SHOULD
BE MADE WITH MELBOURNE WATER TO DETERMINE ITS REQUIRED
LOCATION IN RELATION TO STREET TREES.
5. LOCATIONS OF STREET TREES, STREET LIGHTS, DRIVEWAYS AND
PROPERTY BOUNDARIES ARE SHOWN INDICATIVELY ONLY.
G
S
RW
SWD
PREFERRED SERVICE LOCATIONS FOR
RESIDENTIAL ACCESS STREETS
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
S
W
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 04/04/2016
SD 630
NOT TO SCALE
RESERVE WIDTH AS SPECIFIED BY THE RELEVANT AUTHORITY
LIGHT POLE
STREET TREE CENTRALLY
LOCATED BETWEEN EDGE OF
FOOTPATH AND BACK OF KERB
TREE ZONE
5.0m DIAMETER x 0.6m DEEP
STREET TREE CENTRALLY
LOCATED BETWEEN EDGE OF
FOOTPATH AND BACK OF KERB
0.5m
MIN
0.9m WIDE
ELECTRICITY TRENCH
ROAD CORRIDOR
2.5m
SHARED PATH
2.5m
SHARED PATH
0.8m
MIN
TREE ZONE
5.0m DIAMETER x 0.6m DEEP
0.5m
MIN
0.3m
ELEC PIT
ELEC. PIT
T
3.55m
S
E
S
S
S
S
S
BOUNDARY
S
S
S
S
S
S
2.5m WIDE SHARED PATH
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
BOUNDARY
E
2.5m
ELEC PIT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SWD
SWD
SWD
SWD
SWD
E
E
SWD
SWD
SWD
SWD
SWD
SWD
SWD
E
E
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
W
W
G
G
W
W
W
G
G
G
G
W
W
G
G
W
W
G
RW
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
G
W
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
W
W
RW
G
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
W
W
RW
G
STREET
TREE
W
G
STREET
TREE
W
G
SWD PIT
W
G
G
G
G
G
TYPICAL DRIVEWAY
W
S
S
S
S
S
S
1.5m
6.0m
W
S
S
S
S
S
2.5m WIDE SHARED PATH
BOUNDARY
SWD
PIT
2.5m
ELEC. PIT
BOUNDARY
ELEVATION
S
W
6.0m
LOK
FOK BACK OF KERB
BOK
1.5m
3.175m
4.00m
0.45m
0.90m
MAX
E
1.35m
BOK
FOK BACK OF KERB
LOK
4.35m
S
BOUNDARY LINE
3.95m
S
0.35m
E
0.90m
CL
BOUNDARY LINE
DRAINAGE CORRIDOR
SWD
E
DRAINAGE CORRIDOR
SWD
G RW W
3.175m
E
0.35m
E
T
LIGHT POLE
PLAN VIEW
(ALL CROSS ROAD UTILITY INFRASTRUCTURE OMITTED FOR CLARITY)
NOTES
LEGEND
1. MINIMUM DEPTH OF COVER TO ALL UTILITY SERVICES WITH THE
EXCEPTION OF TELECOMMUNICATIONS SERVICES TO BE 600mm.
TELECOMMUNICATIONS SERVICES ARE TO HAVE A MINIMUM DEPTH
OF COVER OF 450mm. REFER TABLE A5 FOR FURTHER DETAILS.
2. WHERE STORM WATER ASSETS BELONG TO MELBOURNE WATER
AND ARE GREATER THAN 750mm IN DIAMETER, CONTACT SHOULD
BE MADE WITH MELBOURNE WATER TO DETERMINE ITS REQUIRED
LOCATION IN RELATION TO STREET TREES.
3. LOCATIONS OF STREET TREES, STREET LIGHTS, DRIVEWAYS AND
PROPERTY BOUNDARIES ARE SHOWN INDICATIVELY ONLY.
E
G
S
S
W
RW
SWD
PREFERRED SERVICE LOCATIONS FOR
COLLECTOR ROAD LEVEL 1
Infrastructure Design Manual Standard Drawings
Local Government
Infrastructure Design Association
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 04/04/2016
SD 635
NOT TO SCALE
RESERVE WIDTH AS SPECIFIED BY THE RELEVANT AUTHORITY
STREET TREE CENTRALLY LOCATED
LIGHT POLE
BETWEEN EDGE OF FOOTPATH AND
BACK OF KERB
LIGHT POLE
TREE ZONE
5.0m DIAMETER x
0.6m DEEP
ROAD CORRIDOR
0.8m
MIN
BOUNDARY LINE
1.5m
S
S
S
S
S
BOUNDARY
S
S
S
S
S
W
RW
S
E
E
2.5m WIDE SHARED PATH
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
Local Government
Infrastructure Design Association
E
G
SWD
E
E
E
E
E
E
E
E
E
E
TRUNK SERVICE
CORRIDOR
PREFERRED SERVICE LOCATIONS FOR
COLLECTOR ROAD LEVEL 2
Infrastructure Design Manual Standard Drawings
LEGEND
E
2.5m
ELEC PIT
BOUNDARY
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
LIGHT POLE
E
SWD
SWD
SWD
E
LIGHT POLE
E
SWD
SWD
SWD
SWD
SWD
PLAN VIEW
(ALL CROSS ROAD UTILITY INFRASTRUCTURE OMITTED FOR CLARITY)
E
2.5m
E
LIGHT POLE
E
SWD
SWD
SWD
SWD
SWD
SWD
W
TRUNK SERVICE
CORRIDOR
E
LOK
FOK
BOK
LOK
FOK
BOK
W
W
W
G
G
G
G
W
W
G
G
W
W
G
RW
W
G
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
RW
W
W
G
G
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
W
W
G
G
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
W
G
W
G
W
G
W
G
W
G
G
W
W
G
G
W
W
G
RW
W
G
W
W
W
G
G
G
W
G
G
W
W
W
G
1.0m
W
RW
G
STREET
TREE
W
G
W
G
W
G
W
G
W
G
G
G
SWD PIT
STREET TREE
W
G
SWD PIT
W
G
SWD PIT
S
TYPICAL
DRIVEWAY
W
W
W
RW
G
1.20m
(MAX)
W
G
SWD PIT
W
G
STREET TREE
W
G
STREET TREE
W
G
G
G
G
G
0.9m
MAX
TRUNK SERVICE CORRIDOR
W
S
S
S
S
S
S
3.0m WIDE FOOTPATH
S
S
S
S
ELEVATION
TRUNK SERVICE
CORRIDOR
BOK
FOK
LOK
3.675m
4.05m
4.45m
4.85m
TRUNK SERVICE CORRIDOR
E
TRUNK SERVICE CORRIDOR
TRUNK SERVICE
CORRIDOR
SWD
SWD
1.0m
0.35m
E
BACK OF KERB
SWD
2.5m
BOUNDARY
DRAINAGE CORRIDOR
S
ELEC PIT
ELEC PIT
BOK
FOK
LOK
1.5m
0.5m
MIN
0.3m
W
BOUNDARY LINE
G RW W
3.0m
FOOTPATH
T
BACK OF KERB
T
1.2m (MAX) WIDE
SHARED TRENCH
0.8m
MIN
TREE ZONE
5.0m DIAMETER x
0.6m DEEP
ELEC PIT
0.35m
ROAD CORRIDOR
6.0m (MIN)
E
3.0m
FOOTPATH
TREE ZONE
5.0m DIAMETER x
0.6m DEEP
STREET TREE CENTRALLY LOCATED
BETWEEN EDGE OF FOOTPATH AND
BACK OF KERB
SWD
0.5m
STREET TREE CENTRALLY LOCATED
BETWEEN EDGE OF FOOTPATH AND
BACK OF KERB
LIGHT POLE
A copy of the Infrastructure Design
Manual can be viewed on the
Design Manual website
www.designmanual.com.au
LAST UPDATED 04/04/2016
SD 640
NOT TO SCALE