public domain technical manual (pdtm) and revision description date sheet no.rev. approved file:...
TRANSCRIPT
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:26 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
- KERB & GUTTER
COVER SHEET
05 00 -
PAVEMENT LEVEL
Ø90mm PVC STORMWATER
OUTLET WHERE REQUIRED
150
130
40
110
450175
25
150
130
280
40
840
130
150
40
10
300
30
500
9
0
°
ROLL KERB ROOF WATER OUTLET
REFER SSC-03-03-1
NOMINAL FACE OF KERB
150 180
150 450
160
100
130
40
260
R
3
0
0
R
300
600
90
10
270
40
150
40
= =
600mm OR 900mm AS SPECIFIED
25
171
150
40
450175
40
200
150
350
150
PAVEMENT LEVEL
NOTES
1. ALL CONCRETE SHALL BE 25MPa CONCRETE WITH A MAXIMUM
AGGREGATE SIZE OF 20mm.
2. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS UNLESS
IN SHOPPING CENTRE LOCATION. IN THESE LOCATIONS, BACK OF
KERB IS TO BE ROUNDED TO 5mm RADIUS.
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:27 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:27 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 KERB ONLY - 150mm HIGH x 150mm WIDEDetail - Scale 1:5
STANDARD KERB & GUTTER (150mm HIGH x 150mm WIDE KERB)Detail - Scale 1:10
WIDE KERB & GUTTER (150mm HIGH x 300mm WIDE KERB)Detail - Scale 1:10
2
3
4 HIGH KERB AND GUTTER (200mm HIGH x 150mm WIDE KERB)Detail - Scale 1:10
DISH GUTTERDetail - Scale 1:10
ROLL KERB (90mm HIGH)Detail - Scale 1:10
5
6
7 MOUNTABLE KERBDetail - Scale 1:5
TYPES OF KERB
05 01 -
- KERB & GUTTER
INVERT OF GUTTER
LIP OF GUTTER
CROSSING NOT TO EXTEND BEYOND CORNER OF WINGS
LAYBACK WIDTH VARIES (STANDARD 3500mm)
700*700*
450
450
450
25
450
25
KERB KERB
1010
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL
A
10
0
A
TOP OF 25mm STEP
TOP OF KERB
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL
MESH INVERT OF GUTTER
ANY EXCAVATION IN THIS AREA
TO BE FILLED WITH CONCRETE
OR FULLY COMPACTED
GRANULAR FILL
VARIES. STANDARD HEIGHT 100MM.
VARIATIONS FROM THIS HEIGHT MAY
OCCUR ONLY WHEN APPROVED BY
SSC DESIGN MANAGER
MESH 50mm FROM BOTTOM
OF CONCRETE WITH MINIMUM
40mm COVERAGE
R
2
0
R
2
0
VA
RIE
S. R
EF
ER
T
O N
OT
E 2
R
1
0
25
R
1
.
5
DOWEL JOINT
EXPANSION JOINT TO BE 10mm
THICK.
FA
LL
A
LONGITUDINAL FALL OF ROAD
SHAPE TO AVOID PONDING
R
0
.
6
EXPANSION JOINT TO BE 10mm
THICK.
CONTINUOUS INVERT 40mm
BELOW LIP
A
2 x SL82 MESH, PLACED AT TOP
AND BOTTOM
900
450 450
20
0
40
40
R
1
0
R
1
0
75
B
90
0
B
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL. DOWEL
JOINTS TO BE Ø20mm x 1000mm
LONG HOT DIPPED GALVANISED
ROUND BAR FIXED TO MESH.
1000
DOWEL RODS
2 x SL82 MESH, PLACED AT TOP
AND BOTTOM
900
120 220 220 220 120
DOWEL ROD
NOTES
1. LAYBACK HEIGHT:
· STANDARD HEIGHT IS 100mm. VARIATIONS FROM THIS HEIGHT OCCUR ONLY WHEN INDICATED ON CONSTRUCTION DRAWINGS.
2. MINIMUM LAYBACK THICKNESS:
· SINGLE RESIDENTIAL DWELLING - 150mm THICK, 32MPa CONCRETE AND SL82 MESH.
· MEDIUM DENSITY/UNITS/COMMERCIAL - 150mm THICK,32MPa CONCRETE AND SL82 MESH.
· INDUSTRIAL - 200mm THICK, 32MPa CONCRETE AND SL82 MESH.
3. MINIMUM CROSSING THICKNESS:
· SINGLE RESIDENTIAL DWELLING - 100mm THICK, 32MPa CONCRETE AND SL72 MESH ON 50mm THICK SAND. SEE NOTE 4 FOR VARIATIONS.
· MEDIUM DENSITY/UNITS/COMMERCIAL - 150mm THICK, 32MPa CONCRETE AND SL82 MESH ON 50mm THICK SAND
INDUSTRIAL - 200mm THICK, 32MPa CONCRETE AND SL82 MESH TOP AND BOTTOM ON 50mm THICK SAND.
4. ALL CONCRETE WORKS WITHIN ONE KILOMETRE OF THE COASTLINE ARE TO BE 40Mpa WITH A 65mm BOTTOM COVER, 45mm TOP COVER
AND MINIMUM THICKNESS OF 120mm
5. DETAILS ARE FOR KERB AND GUTTER POURED BY HAND OR WHERE SPECIFIED ON DRAWING.
6. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING SSC-05-03 AND SSC-05-04.
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:32 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:32 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STANDARD LAYBACK, 150mm HIGH KERB AND GUTTERTypical Details - Scale As Shown1
SECTION A-A SCALE 1:10
SECTION ALONG GUTTER INVERT SCALE 1:20
PLAN SCALE NTS
STANDARD DISH CROSSINGTypical Details - Scale As Shown2
PLAN SCALE 1:20
SECTION A-A SCALE 1:10
DOWEL JOINT - PLAN SCALE 1:20
DOWEL JOINT SECTION B-B SCALE 1:10
LAYBACK AND ACCESS DETAIL SHEET 1
05 02 -
- KERB & GUTTER
LIP OF GUTTER
INVERT OF GUTTER
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL
LAYBACK WIDTH VARIES (STANDARD WIDTH 3500mm)
700700
KERB KERB
A
A
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL
GUTTER INVERT
TOP OF KERB
1:8
180
150 450
16
05
5
13
0
40
21
5
600
90
10
420
NOMINAL FACE OF KERB
NOMINAL FACE OF KERB
150
130
40
110
450175
40
25
130
155
A
A
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL
GUTTER INVERT
TOP OF KERB
LIP OF GUTTER
INVERT OF GUTTER
LAYBACK WIDTH VARIES (STANDARD 3500mm)
12001200
KERB KERB
10mm THICK EXPANSION JOINT OF
APPROVED MATERIAL
1. DETAILS ARE FOR KERB AND GUTTER POURED BY MACHINE.
2. NOT TO BE USED FOR LOW SIDE PROPERTIES UNLESS APPROVED BY DESIGN MANAGER.
3. THIS DETAIL TO BE READ IN CONJUNCTION WITH STANDARD DRAWING SSC-05-02 AND SSC-05-04.
1. DETAILS ARE FOR KERB AND GUTTER POURED BY MACHINE.
2. NOT TO BE USED FOR LOW SIDE PROPERTIES UNLESS APPROVED BY DESIGN MANAGER.
3. THIS DETAIL TO BE READ IN CONJUNCTION WITH STANDARD DRAWING SSC-05-02 AND SSC-05-04.
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:37 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:37 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
MODIFIED LAYBACK, 90mm HIGH ROLL KERBTypical Details - Scale As Shown1
SECTION A-A SCALE 1:10
SECTION ALONG GUTTER INVERT SCALE 1:20
PLAN SCALE 1:20
MODIFIED LAYBACK, 150mm HIGH KERB AND GUTTERTypical Details - Scale As Shown2
SECTION A-A SCALE 1:10
SECTION ALONG GUTTER INVERT SCALE 1:20
PLAN SCALE 1:20
NOTES: NOTES:
LAYBACK AND ACCESS DETAIL SHEET 2
05 03 -
- KERB & GUTTER
WING*
TOP OF
KERB
INVERT OF
GUTTER
AS SL72 MESH
10
0
25
S
TE
P
450 450
700
WING*
700
LAYBACK WIDTH VARIES (STANDARD WIDTH 3500mm)
TOP OF
KERB
INVERT OF
GUTTER
DRIVEWAY APRON
NOT TO EXTEND
BEYOND CORNER
OF WINGS
DRIVEWAY APRON
LAYBACK WIDTH TO BE DETERMINED
BY COUNCIL OFFICER
GUTTER
INVERT OF GUTTER
BACK OF LAYBACK 100 ABOVE INVERT OF GUTTER
EXPANSION
JOINT
EXPANSION
JOINT
EXPANSION
JOINT
Section A
-A
Section A
-A
450
450
450
450
150 40
40
13
0
150
13
0
10R
SEE
NOTE 4
BREAKER LINE CONCRETE
SURFACE TO BE CLEAN AND FREE
FROM MUD, OIL, MORTAR OR ANY
MATERIAL WHICH WOULD
PREVENT BONDING AND COATED
WITH CEMSTIC OR SIMILAR.
GUTTER TO BE
RETAINED
400mm LONG N12 BARS
@ 400 CTS
NOTES
1. KERB IS TO BE SAWCUT 5mm UP FROM INVERT, BROKEN OUT AND REPLACED IN ACCORDANCE WITH
THIS PLAN.
2. WHERE AN EXISTING LAYBACK IS TO BE REPLACED WITH KERB AND GUTTER, A SAWCUT IS TO BE
MADE 15mm UP FROM INVERT, WINGS REMOVED AND KERB POURED AS INDICATED IN KERBAND
GUTTER DETAIL ABOVE.
3. THIS DRAWING IS ONLY TO BE USED WHERE THE GUTTER IS IN GOOD CONDITION. IF THE GUTTER IS
DAMAGED PRIOR TO OR DURING CONSTRUCTION, THEN FULL WIDTH 150mm KERB AND GUTTER
MUST BE USED.
4. THIS DIMENSION IS TO BE 200mm WHERE 200mm KERB EXISTS.
450
100
25 S
TE
P
13
0
40
AS SL82 MESH 50mm
FROM BOTTOM OF CONCRETE
ANY EXCAVATION IN THIS AREA TO BE
BACKFILLED WITH CONCRETE OR FULLY
COMPACTED GRANULAR FILL
10R
20R
GUTTER TO BE
RETAINED
400mm LONG N12 BARS
@ 400 CTS
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:42 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:42 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
LAYBACK DETAILS FOR SINGLE DWELLINGSTypical Details - Scale As Shown1
PLAN SCALE 1:20
ELEVATION SCALE 1:20
KERB AND GUTTER (GUTTER TO BE RETAINED) SCALE 1:10
LAYBACK AND ACCESS DETAILS SHEET 3
05 04 -
- KERB & GUTTER
LAYBACK DETAIL SECTION A-A SCALE 1:10
9
0
°
DIRECTION OF TRAVEL
9
0
°
MIN
. 1000m
m
MIN
. 1000m
m
PROJECTION LINE BETWEEN KERBS
RETURN TANGENT POINTS
PROJECTION LINE BETWEEN KERB
RETURN TANGENT POINTS
FOOTPATH
9
0
°
MIN
. 1200m
m
MIN
. 1000m
m
DIRECTION OF TRAVEL
1
I
N
8
O
R
M
A
X
1
5
0
0
m
m
45° IDEAL, BUT MAY VARY
MAX. 1200mm
WHEN FOOTPATH AREA IS PAVED
FULL WIDTH, KERB RAMPS
SHOULD ALIGN WITH BOUNDARY
LINE WHERE POSSIBLE.
SEE GENERAL NOTES ON THIS
SHEET
1
2
0
0
m
m
D
E
S
I
R
A
B
L
E
;
4
0
0
m
m
M
I
N
I
M
U
M
NOTE
SEPARATE KERB RAMPS MUST BE
USED FOR ADJACENT CROSSINGS
AT INTERSECTIONS
DIRECTION OF TRAVEL
DIR
EC
TIO
N O
F
TR
AV
EL
NOTES
1. THESE NOTES ARE TO BE READ IN CONJUNCTION WITH SHEET
SSC-04.
2. ALL KERB RAMPS ARE TO BE ALIGNED WITH THE DESIRED
DIRECTION OF TRAVEL AND BE A MINIMUM OF 1200mm WIDE.
3. AT PEDESTRIAN CROSSINGS AND MARKED FOOT CROSSINGS,
RAMPS MUST LINE UP WITH CROSSING AND CORRESPONDING RAMP
ON OTHER SIDE OF ROAD.
4. FOR LOW LEVEL FOOTPATHS, THE RAMP MUST REGAIN KERB
HEIGHT AND A LANDING PROVIDED BEFORE GRADING TO THE
FOOTPATH WHEREVER POSSIBLE. CONSIDERATION TO BE GIVEN TO
THE DEPTH OF STORMWATER FLOW IF KERB RAMP IS NOT TO
REGAIN KERB HEIGHT.
5. FINISH FOR ALL KERB RAMPS SHALL BE FINE BROOM FINISH
LONGITUDINAL TO THE ROADWAY.
6. THE WIDTH OF KERB RAMPS AT SIGNALISED INTERSECTIONS AND
MARKED PEDESTRIAN CROSSINGS IS TO BE AS SHOWN IN THE
APPROVED DRAWINGS.
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:47 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:47 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 TYPICAL ACUTE/OBTUSE INTERSECTIONDetail - NTS
2 ADJACENT CROSSINGPlan - Scale NTS
KERB RAMPS LOCATIONS
05 05 -
- KERB & GUTTER
MIN.1200mmMIN. 800mm
OR WIDTH OF
APPROACHING PATH
UNLESS NOTED OTHERWISE
MAX.1500mm
MAX.1500mm
MA
X. 1520m
m
NOMINAL KERB LINE
10mm EXPANSION JOINT OF
APPROVED MATERIAL
10mm EXPANSION JOINT OF
APPROVED MATERIAL
90mm ROLL KERB90mm ROLL KERB
INVERT OF GUTTER
LIP OF GUTTER
9
0
°
9
0
°
NOMINAL KERB LINE
CONSTRUCT JOINT LINE ON
CONCRETE FOLD AS SHOWN
PROVIDE LANDING, MINIMUM
WIDTH OF 1500mm, AT +/-4%
MINIMUM GRADE DIRECTLY
BEHIND KERB RAMP
MIN
. 1500m
m
MIN. 800mm
13
0
10
0
90
1200 800800
A
A
EXPANSION JOINT
TOP OF KERB
GUTTER INVERT
10
50
MAX. 1520mm
10
0
1700
180
13
0
40
90
10mm FILLER BOARD
1:8 FALL
150 180270
INVERT OF ROLL KERB
SL82 MESH WITH 50mm
COVER FROM BOTTOM
NOTE
REFER SSC-05-04 FOR GENERAL
KERB RAMP NOTES
10mm EXPANSION JOINT OF
APPROVED MATERIAL
150mm HIGH CONCRETE KERB
AND GUTTER
INVERT OF GUTTER
LIP OF GUTTER
10mm EXPANSION
JOINT OF APPROVED
MATERIAL
150mm HIGH CONCRETE
KERB AND GUTTER
9
0
°
9
0
°
CONSTRUCT JOINT LINE ON
CONCRETE FOLD AS SHOWN
PROVIDE LANDING, MINIMUM
WIDTH OF 1500MM, AT +/-4%
MINIMUM GRADE DIRECTLY
BEHIND KERB RAMP
MIN. 1200MIN. 1200 MIN. 1200
MAX.1500mmMAX.1500mm
MA
X. 1520m
m
OR WIDTH OF
APPROACHING PATH
UNLESS NOTED OTHERWISE
MAX.1500mmMAX.1500mm
13
0
15
0
40
1200 12001200
A
A
EXPANSION JOINT
TOP OF KERB
GUTTER INVERT
150
40
150
450MAX. 1520mm
40
40
MA
X. 190m
m
100
1:8 F
ALL
COVER FROM BOTTOM,
EXTENDS
CONTINUOUSLY INTO
GUTTER SECTION
SL82 MESH WITH 50mm
150
40
150
450MAX. 1520mm
40
40
MA
X. 190m
m
100
1:8 F
ALL
SL82 MESH WITH 50mm
COVER FROM BOTTOM
FILLER BOARD
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:52 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
STANDARD DRAWINGS -
All drawings are owned by Sutherland
Shire Council. Issue of AutoCAD
drawings must be authorised by
Manager of Design Services.
This sheet to be read in conjunction with
Sheet 00 of each respective Series.
- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
STANDARD CONCRETE KERB RAMP FOR 90mm ROLL KERBTypical Details - Scale As Shown1
SECTION A-A SEPARATE KERB RAMP (BY MACHINE) SCALE 1:10
SECTION ALONG GUTTER INVERT (INTEGRAL STYLE RAMP) SCALE 1:20
PLAN (INTEGRAL STYLE RAMP) SCALE 1:20
SECTION A-A (SEPARATE KERB RAMP) (BY MACHINE) SCALE 1:10
SECTION A-A (INTEGRAL KERB RAMP (BY HAND) SCALE 1:10
SECTION ALONG GUTTER INVERT SEPARATE RAMP) SCALE 1:20
PLAN (SEPARATE STYLE RAMP SHOWN) SCALE 1:20
STANDARD CONCRETE KERB RAMP FOR 150mm KERB AND GUTTERTypical Details - Scale As Shown2
KERB RAMP TYPES
05 06 -
- KERB & GUTTER