STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:21 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
FOOTPATH PAVEMENTS
COVER SHEET
06 00 -
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:26 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 PEDESTRIAN PAVEMENT RIGID - UNIT PAVERSDetail - Scale 1:10
2 PEDESTRIAN PAVEMENT FLEXIBLE - UNIT PAVERSDetail - Scale 1:10
3 STANDARD VEHICLE PAVEMENT RIGID - UNIT PAVERSDetail - Scale 1:10
4 HEAVY DUTY VEHICLE PAVEMENT RIGID - UNIT PAVERSDetail - Scale 1:10
5 STANDARD VEHICLE PAVEMENT FLEXIBLE - UNIT PAVERSDetail - Scale 1:10
6 PEDESTRIAN PAVEMENT - UNIT PAVER INLAY BANDSection - Scale 1:10
UNIT PAVING SURFACE
06 01 -
FOOTPATH PAVEMENTS
VA
RY
30
3mm PAVER JOINT AS SPECIFIED
BEDDING LAYER WITH BONDING
SLURRY AS SPECIFIED
SUB BASE COURSE TO
ENGINEER'S SPECIFICATION
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
UNIT PAVING AS NOMINATED IN
DRAWINGS
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
REINFORCED CONCRETE
BASE COURSE TO
ENGINEER'S SPECIFICATION
VA
RY
30
3mm PAVER JOINT AS SPECIFIED
BEDDING LAYER AS SPECIFIED
BASE COURSE AS SPECIFIED OR
TO ENGINEER'S SPECIFICATION
AS APPROVED BY COUNCIL
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
UNIT PAVING AS
NOMINATED IN DRAWINGS
NOTE:
WHERE SUBGRADE IS NOT FREE DRAINING,
DRAINAGE SYSTEM SHALL BE PROVIDED WITH
FLEXIBLE PAVEMENT DESIGN
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
30
60
M
IN
.
SUB BASE COURSE TO
ENGINEER'S SPECIFICATION
BEDDING LAYER WITH BONDING
SLURRY AS SPECIFIED
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
UNIT PAVING AS
NOMINATED IN DRAWINGS
3mm PAVER JOINT AS SPECIFIED
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
NOTE:
BASE COURSE JOINT AND PAVER JOINT
MUST COINCIDE WHERE A WET MORTAR
BEDDING LAYER IS SPECIFIED
REINFORCED CONCRETE BASE
COURSE TO ENGINEER'S
SPECIFICATION
30
60 M
IN
.
SUB BASE COURSE TO
ENGINEER'S SPECIFICATION
BEDDING LAYER WITH BONDING
SLURRY AS SPECIFIED
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
UNIT PAVING AS NOMINATED
ON DRAWINGS
3mm PAVER JOINT AS SPECIFIED
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
NOTE:
BASE COURSE JOINT AND PAVER JOINT
MUST COINCIDE WHERE WET MORTAR
BEDDING LAYER IS SPECIFIED
REINFORCED CONCRETE SUB
BASE TO ENGINEER'S
SPECIFICATION
30
BEDDING LAYER AS SPECIFIED
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
INTERLOCKING UNIT PAVING
AS NOMINATED IN DRAWINGS
3mm PAVER JOINT AS SPECIFIED
BEDDING LAYER AS SPECIFIED
BASE COURSE AS SPECIFIED TO
ENGINEER'S SPECIFICATION
NOTE:
WHERE SUBGRADE IS NOT FREE DRAINING,
DRAINAGE SYSTEM SHALL BE PROVIDED
WITH FLEXIBLE PAVEMENT DESIGN
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
80
UNIT PAVING ON 30mm WET
MORTAR BED AS SPECIFIED
VARIES, REFER
LOCALITY DETAILS
500 LAP
VARIES
AS NOMINATED
IN DRAWINGS
NOTE:
REFER TO LOCALITY DETAILS FOR
PAVER SPECIFICATION
REINFORCED CONCRETE IN
SITU PAVEMENT TO
ENGINEER'S SPECIFICATION
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:31 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 Detail - Scale 1:10PEDESTRIAN CONCRETE PAVEMENT
2 Detail - Scale 1:10STANDARD VEHICLE CONCRETE PAVEMENT
3 Detail - Scale 1:10HEAVY DUTY VEHICLE CONCRETE PAVEMENT
CONCRETE SURFACE
06 02 -
FOOTPATH PAVEMENTS
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
NOTES:
1. ALL CONCRETE DETAIL SHALL BE APPROVED BY QUALIFIED PROJECT ENGINEER TO ENSURE
SUITABILITY TO SITE SPECIFIC LOADING REQUIREMENT.
2. UNLESS SPECIFIC TO LOCALITY AND/OR APPROVED OTHERWISE, STANDARD CONCRETE
FINISH SHALL BE:
· SOFT BRISTLE BROOM FINISH, PERPENDICULAR TO THE PATH/DIRECTION OF TRAVEL.
· TOOL EDGE BEFORE APPLYING BROOM FINISH (NO EDGING TOOL FINISH TO BE VISIBLE)
REINFORCED CONCRETE
PAVEMENT TO ENGINEER'S
SPECIFICATION
SUB BASE COURSE TO
ENGINEER'S SPECIFICATION
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
NOTES:
1. ALL CONCRETE DETAIL SHALL BE APPROVED BY QUALIFIED PROJECT ENGINEER TO ENSURE
SUITABILITY TO SITE SPECIFIC LOADING REQUIREMENT.
2. UNLESS SPECIFIC TO LOCALITY AND/OR APPROVED OTHERWISE, STANDARD CONCRETE
FINISH SHALL BE:
· SOFT BRISTLE BROOM FINISH, PERPENDICULAR TO THE PATH/DIRECTION OF TRAVEL.
· TOOL EDGE BEFORE APPLYING BROOM FINISH (NO EDGING TOOL FINISH TO BE VISIBLE)
REINFORCED CONCRETE
PAVEMENT TO ENGINEER'S
SPECIFICATION
SUB BASE COURSE TO
ENGINEER'S SPECIFICATION
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
NOTES:
1. ALL CONCRETE DETAIL SHALL BE APPROVED BY QUALIFIED PROJECT ENGINEER TO ENSURE
SUITABILITY TO SITE SPECIFIC LOADING REQUIREMENT.
2. UNLESS SPECIFIC TO LOCALITY AND/OR APPROVED OTHERWISE, STANDARD CONCRETE
FINISH SHALL BE:
· SOFT BRISTLE BROOM FINISH, PERPENDICULAR TO THE PATH/DIRECTION OF TRAVEL.
· TOOL EDGE BEFORE APPLYING BROOM FINISH (NO EDGING TOOL FINISH TO BE VISIBLE)
REINFORCED CONCRETE
PAVEMENT TO ENGINEER'S
SPECIFICATION
SUB BASE COURSE TO
ENGINEER'S SPECIFICATION
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:36 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 Detail - Scale 1:10RESIN BONDED AGGREGATE
2 Detail - Scale 1:10RESIN BONDED AGGREGATE - DRY LAID
3 Detail - Scale 1:10RESIN BONDED AGGREGATE WITH PAVER SETTS
4 Detail - Scale 1:10POROUS UNIT PAVING
PERMEABLE PAVING
06 03 -
FOOTPATH PAVEMENTS
80
RESIN BONDED 10mm
AGGREGATE PAVEMENT AS
NOMINATED IN DRAWINGS
COMPACT SOIL AROUND ROOT
BALL OF TREE BY HAND
NO FINES CONCRETE BEDDING
COURSE AS SPECIFIED
100
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
NOTE:
TYPICALLY USED FOR TREE SURROUND,
IF SURFACE REQUIRES LOAD BEARING
CAPACITY, USE STRUCTURAL SOIL AND
SEEK ENGINEER'S ADVISE.
60-100
RESIN BONDED 10mm
AGGREGATE PAVEMENT AS
NOMINATED IN DRAWINGS
COMPACT SOIL AROUND ROOT
BALL OF TREE BY HAND
NOTE:
FOR USE IN AREAS WHERE EXISTING TREE ROOTS
PREVENT EXCAVATION FOR ALTERNATE PAVEMENT TYPES
GEOTEXTILE AS SPECIFIED
90
RESIN BONDED AGGREGATE
INFILL BETWEEN PAVERS
UNIT PAVING SETTS AS SPECIFIED
LAID IN GRID PATTERN
COMPACT STRUCTURAL SOIL
AS SPECIFIED AROUND ROOT
BALL OF TREE
PAVER TO BE LAID ON MORTAR
LEVELING COURSE
NOTE:
ENSURE LEVELING MORTAR ONLY OCCURS UNDER SETS,
ANY EXCESS MORTAR SHALL BE CLEANED TO ALLOW
MAXIMUM AREA FOR WATER INFILTRATION THROUGH NO
FINES CONCRETE MIX
CRUSHED AGGREGATE OR NO
FINES CONCRETE BEDDING
COURSE AS SPECIFIED
180
90
90
50 MIN.
30
60 M
IN
.
BEDDING LAYER 5-10mm
BASALT ABOVE GEO TEXTILE
FABRIC AS SPECIFIED
COMPACTED SUBGRADE TO
ENGINEER'S SPECIFICATION
UNIT PAVING AS NOMINATED
IN DRAWINGS
3mm JOINTING SAND AS
SPECIFIED
PAVEMENT SETOUT POINT
REFERS TO THE SURFACE
FINISHED LEVEL
NOTE:
FOR USE IN VEHICLE TRAFFIC AREA, ENSURE BEDDING
LAYER AND BASE COURSE ARE SUITABLY DESIGNED TO
ENGINEER'S SPECIFICATION
10-20mm CRUSHED AGGREGATES
BASE COURSE (NO FINES) TO
ENGINEER'S SPECIFICATION
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:41 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 Detail - Scale 1:10ISOLATION JOINT (UNIT PAVING)
2 Detail - Scale 1:10EXPANSION JOINT (UNIT PAVING)
3 Detail - Scale 1:10SAWCUT JOINT/CRACK CONTROL JOINT (UNIT PAVING)
4 Detail - Scale 1:10TRIP STOP JOINT (UNIT PAVING)
5 Detail - Scale 1:10TRIP STOP JOINT - UNIT PAVER AND CONCRETE EDGE JUNCTION
7 Detail - Scale 1:10KEY JOINT (UNIT PAVING)
6 Detail - Scale 1:10MOVEMENT JOINT WITH THICKENED SLAB (UNIT PAVING)
UNIT PAVING JOINTS
06 04 -
FOOTPATH PAVEMENTS
VA
RY
VA
RY
10
ADJOINING BUILDING
OR STRUCTURE
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
10mm POLYURETHANE FLEXIBLE
SEALER AS SPECIFIED
10mm WIDE FOAM FILLER TO
THE FULL DEPTH OF NEW
PAVEMENT WORK
NOTE:
ISOLATION JOINT SHALL ALSO BE APPLIED ON
ALL NEW WORKS ADJACENT TO KERB
20
.0
00
AS
D
ET
AILE
D
10mm POLYURETHANE SEALER
AS SPECIFIED. SEAL JOINT TO
WORKING SLAB IMMEDIATELY
AFTER CURING
AS
D
ET
AILE
D
10mm WIDE FOAM FILLER ALIGNED
TO JOINT BELOW
10mm WIDE FOAM FILLER TO
WORKING SLAB
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
NOTES:
EXPANSION JOINTS SHALL BE MADE:
· AT INTERVALS NOT EXCEEDING 15 METRES OR AS NOMINATED IN CONSTRUCTION
DRAWINGS
· AROUND SERVICE COVERS
· AT THE INTERFACE BETWEEN THE CONCRETE PAVING AND KERB (ISOLATION JOINT)
· SURFACE JOINT MUST LINE UP WITH JOINT IN WORKING SLAB WHERE WET MORTAR BED
IS SPECIFIED
10
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
SAWCUT 3mm WIDE x
1
3
DEPTH
OF PAVEMENT
NOTES:
· CRACK CONTROL JOINTS SHALL BE MADE AT
INTERVALS NOT EXCEEDING 5 METRES
· FOR HIGH STRENGTH BEDDING LAYER, SURFACE
JOINT MUST LINE UP WITH JOINT IN BASE COURSE
ALIGN SAW CUT JOINT WITH
SURFACE JOINT WHERE
EVER POSSIBLE
5050
TRIP STOP AS SPECIFIED TO
SUIT BASE COURSE DEPTH
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
ALIGN SURFACE JOINT WITH
TRIP STOP JOINT BELOW
AS
D
ET
AILE
D
TRIP STOP JOINT AS SPECIFIED
TO SUIT PAVEMENT DEPTH
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
DR
IV
EW
AY
E
DG
E
32 MPa REINFORCED
CONCRETE EDGE STRIP
LAPPED TO DRIVEWAY SLAB
TO ENGINEER'S DETAIL
UNIT PAVING - RIGID SYSTEM
(STANDARD/HEAVY DUTY
VEHICLE)
300
500mm LAP
VA
RIE
S
CONCRETE THICKENING
ADJACENT TO CONCRETE
EDGE DEPTH TO SUIT
ADJACENT PAVEMENT AS PER
ENGINEER'S SPECIFICATION
SETOUT POINT AT
DRIVEWAY EDGE
VARIES
VA
RIE
S
CONCRETE EDGE SHALL BE
CONSTRUCTED IN SINGLE
POUR WITH UNIT PAVING SUB
BASE.
10mm POLYURETHANE
SEALER AS SPECIFIED. SEAL
JOINT TO WORKING SLAB
IMMEDIATELY AFTER CURING
300300
5050
10
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
REINFORCING MESH WITH 40mm
MIN. TOP COVER, CUT 50mm ON
EITHER SIDE OF KEY JOINT
AS
D
ET
AILE
D
10mm POLYURETHANE FLEXIBLE
JOINT AS SPECIFIED TO BE
ALIGNED WITH JOINT BELOW
30
300300
50 50
10
AS
D
ET
AILE
D
REINFORCING MESH WITH 40mm
MIN. TOP COVER, CUT 50mm ON
EITHER SIDE OF JOINT
UNIT PAVING ON RIGID BASE
AS DETAILED
R20 GALVANISED DOWELS @
600mm CENTERS WITH
EXPANSION SLEEVES
10mm EXPANSION FLEXIBLE
JOINT FILLER
10mm POLYURETHANE FLEXIBLE
JOINT AS SPECIFIED WITH 10mm
WIDE FOAM FILLER TO BE
ALIGNED WITH JOINT BELOW
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:46 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 Detail - Scale 1:10ISOLATION JOINT (CONCRETE)
2 Detail - Scale 1:10EXPANSION JOINT (CONCRETE)
3 Detail - Scale 1:10SAWCUT JOINT/CRACK CONTROL JOINT (CONCRETE)
4 Detail - Scale 1:10TRIP STOP JOINT (CONCRETE)
5 Detail - Scale 1:10TRIP STOP JOINT - CONCRETE & PAVER JUNCTION
6 Detail - Scale 1:10DOWEL JOINT (CONCRETE)
CONCRETE JOINTS
06 05 -
FOOTPATH PAVEMENTS
10
ADJOINING BUILDING
OR STRUCTURE
CONCRETE PAVEMENT
AS DETAILED
10mm POLYURETHANE FLEXIBLE
SEALER AS SPECIFIED
10mm WIDE FOAM FILLER TO
THE FULL DEPTH OF NEW
PAVEMENT WORK
NOTE:
ISOLATION JOINT SHALL ALSO BE APPLIED ON
ALL NEW WORKS ADJACENT TO KERB
AS
D
ET
AILE
D
AS
D
ET
AILE
D
10mm WIDE FOAM FILLER TO
WORKING SLAB
CONCRETE PAVEMENT
AS DETAILED
NOTES:
EXPANSION JOINTS SHALL BE MADE:
· AT INTERVALS NOT EXCEEDING 6 METRES OR AS NOMINATED ON CONSTRUCTION DRAWINGS
· AROUND SERVICE COVERS
10
TRIM JOINT NEATLY AND FLUSH
WITH ADJACENT SURFACE
SAWCUT 3mm WIDE x
1
3
DEPTH OF PAVEMENT
AS
D
ET
AILE
D
CONCRETE PAVEMENT
AS DETAILED
TRIP STOP JOINT AS SPECIFIED
5050
AS
D
ET
AILE
D
CONCRETE PAVEMENT
AS DETAILED
50
VA
RY
50
300 80
10
10mm POLYURETHANE SEALER
JOINT AS SPECIFIED ON 10mm
WIDE FOAM FILLER
UNIT PAVING ON RIGID
SYSTEM AS DETAILED
CONCRETE PAVEMENT AS
DETAILED WITH THICKENED EDGE
TRIP STOP AS SPECIFIED TO
SUIT PAVEMENT DEPTH
THICKENING TO SUIT ADJACENT
UNIT PAVING DETAIL AS PER
ENGINEER'S SPECIFICATION
10mm WIDE FOAM FILLER
EXPANSION SLEEVE
N16 S/S DOWELS @ 600TCS
10mm POLYURETHANE
FLEXIBLE JOINT AS SPECIFIED
CONCRETE PAVEMENT
AS DETAILED
10
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:51 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
5 STEEL EDGE (TO TREE SURROUNDDetail - As Shown
1 TYPICAL GRANITE BLOCKSDetail - Scale 1:10
3 RAISED EDGE WITH HAUNCHDetail - Scale 1:10
2 TAPERED RAISED EDGEDetail - Scale 1:10
4 RAISED EDGE REPLACING PRAM RAMP WINGDetail - As Shown
EDGES - SHEET 1
06 06 -
FOOTPATH PAVEMENTS
VARIES
10mm TANG 300mm LONG AT
590 CENTRES TIED TO
CONCRETE REINFORCEMENT.
400 x 10mm ALUMINIUM.
PLAN 1:20
PERMEABLE PAVEMENT
AS DETAILED
1000 115
200
200
900
50
100-400
50
50
FULL BLOCK (FRONT) FULL BLOCK
(SIDE)
TAPERED BLOCK (FRONT)
END BLOCK (FRONT)
TAPERED BLOCK
(SIDE)
END BLOCK
(SIDE)
200
50
NOTES:
· REFER TO FURNITURE &
FIXTURES SCHEDULE
'GARDEN EDGE' FOR
GRANITE TYPE AND FINISHES
· ALL EXPOSED EDGES TO BE
PENCIL ROUNDED. NO
SHARP EXPOSED EDGES
· CONTINUOUS INSTALLATION
OF RAISED EDGE (≥1m)
SHALL BE ACCOMPANIED
WITH SKATE-STOP FIXTURES
AS DETAILED
· RAISED EDGE PIECES MUST
BE SECURED IN PLACE WITH
A MORTAR HAUNCH OR
CONSTRAINING EDGE AS
DETAILED
· ENSURE ALL EXPOSED
FACES OF INDIVIDUAL
BLOCKS HAVE CONSISTENT
FINISHES AS SPECIFIED
150
10 M
IN
.
FULL BLOCK
NOTES:
· USE DETAIL WHERE ENDS OF RAISED EDGE CONFLICTS WITH FOOTPATH/ROAD
ACTIVITY (ie. TRIP HAZARD, CAR DOOR OPENING, TURNING CIRCLE)
· REFER TO RAISED EDGE REPLACING PRAM RAMP WING DETAIL FOR VARIATION
ADJACENT TO PRAM RAMP.
TAPERED BLOCK
F.S.L
TOP OF RAISED EDGE
KERB
F.S.L
MORTAR FIX BLOCKS TO WORKING
SLAB EXTENSION. ENSURE END
PIECE FINISHES FLUSH WITH
ADJACENT PAVEMENT
TOP OF
WORKING SLAB
ISOLATION JOINT AS DETAILED
END BLOCK
EDGE RETURN AT THIS POINT
TYPICALLY 90° TO KERB UNLESS
OTHERWISE SHOWN ON DRAWING.
PIECES WILL NEED TO BE CUT TO
SUIT ANGLE OF ADJACENT PIECES
115
150
200
200
85
NEW PAVEMENT AS DETAILED
EXTEND FOOTPATH BASE
COURSE BY 200mm
RAISED EDGE AS SPECIFIED
MASS PLANTING BED
AS DETAILED
SETOUT POINT
MORTAR HAUNCH TO HOLD
EDGE IN PLACE
NOTES:
· TOP OF SOIL LEVEL SHALL BE 50mm BELOW CONTAINING EDGE
AFTER SETTLEMENT
· SLAB EXTENSION CAN BE SUBSTITUTED WITH STEEL
CONSTRAINING EDGE AS DETAILED
· INSTALL ROOT BARRIER AS SPECIFIED WHERE NOMINATED ON
DRAWING
WET MORTAR MIX AS
SPECIFIED TO SECURE EDGE
TO SLAB EXTENSION
50
100
INSTALL SKATE STOP
AS DETAILED
10 M
IN
.
300
400
10mm TANG 300mm LONG AT
590 CENTRES TIED TO
CONCRETE WORKING SLAB
THICKENING ADJACENT
400 x 10mm ALUMINIUM
PERMEABLE PAVEMENT AS
DETAILED
NEW PAVEMENT AS
NOMINATED ON DRAWINGS
SECTION 1:10
MIN.1200mm MIN. 1200mm
9
0
°
OR WIDTH OF APPROACHING
PATH UNLESS NOTED
OTHERWISE
MAX.1500mm
KERB
INVERT OF GUTTER
LIP OF GUTTER
150mm HIGH CONCRETE
KERB AND GUTTER
FULL SIZE BLOCK
CHAMFER CORNER AND
EPOXY JOINT
ANGLED BLOCK
PAVED PRAM RAMP AS
NOMINATED ON DRAWINGS
300
WARNING TACTILE TGSIs
AS SPECIFIED INSTALLED
AS PER AS1428.4
600 M
IN
.
300±10
600
L
I
P
O
F
G
U
T
T
E
R
K
E
R
B
I
N
V
E
R
T
O
F
G
U
T
T
E
R
PRAM RAMP ON A
CURVED KERB.
WARNING TGSIs INSTALL
TO MIMIC THE CURVE OF
KERB, PARALLEL TO THE
PATH OF TRAVEL AS
PER AS1428.4
150mm HIGH
CONCRETE KERB
AND GUTTER
250 M
IN
.
6
.
RAISED GARDEN EDGE TO
REPLACE PRAM RAMP
WING AS DETAILED
MASS PLANTING BED
AS DETAILED
ISOLATION JOINT BETWEEN
BLOCK AND KERB
RAISED GARDEN EDGE TO
REPLACE PRAM RAMP
WING AS DETAILED
90° PRAM RAMP PLAN 1:20
PRAM RAMP ON RADIUS PLAN 1:20
IJ
250 M
IN
.
ANGLED BLOCK
WARNING TACTILE TGSIs AS
SPECIFIED INSTALLED AS PER
AS1428.4. CUSTOM TEMPLATE
REQUIRED FOR RADIUS KERB
150
NOTES:
· FOR GRANITE TYPES REFER TO SPECIFICATION
· ALL EXPOSED EDGES TO BE BULLNOSED. NO SHARP EXPOSED EDGES
· PROVIDE MORTAR HAUNCH AS DETAILED TO SECURE RAISED EDGE PIECES
· ENSURE ALL EXPOSED FACES HAVE THE SAME FINISH AS SPECIFIED
CUT ANGLED BLOCKS TO ABUT
NEATLY WITH TOP OF RAISED
EDGE AND TOP OF KERB)
F.S.L
RAISED EDGE RETURN
SHOWING BEHIND
NEW KERB
ISOLATION JOINT BETWEEN
KERB AND END PIECE
TOP OF WORKING SLAB.
MORTAR PIECES TO
WORKING SLAB. ENSURE
END PIECE ADJOINS FLUSH
WITH ADJACENT EDGES
RAISED EDGE RETURN TO
KERB/ALONG PRAM RAMP PATH
70
250
E
Q
U
A
L
E
Q
U
A
L
TOP OF RAMP (FINISHED
SURFACE LEVEL)
SECTION 1:10
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:56 PM 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 15/12/2017M. SHERRIE
FOR INFORMATION
SERIES No.CHAPTER No.
PART C
1 PARKING EDGE (LAYOUT)Detail - Scale 1:10
2 INLET LID ON FOOTPATHDetail - Scale 1:10
TO FUTURE DETAILS
EDGES - SHEET 2
06 07 -
FOOTPATH PAVEMENTS
Ø100 x 130mm HEIGHT uPVC
PIPE TO HOUSE AERATION
RING & ALLOW POSITIONING
OF LID ON PAVED FOOTPATH
SILICONE FILL JOINT BETWEEN
LID AND PAVERS
STAINLESS STEEL SQUARE LID
AS SPECIFIED
ONCE AERATION PIPE AND LID
BRACKET ARE POSITIONED AS
DETAILED CAREFULLY FILL
AROUND uPVC PIPE WITH
WEAK WET MORTAR MIX 6:1 TO
HOLD LID BRACKET IN PLACE
AERATION/WATERING RING
(UPTURN CONNECTION) AS
SPECIFIED
ADJACENT NEW PAVED
FOOTPATH
Ø100 x 130mm HEIGHT uPVC
PIPE TO HOUSE AERATION
RING & ALLOW POSITIONING
OF LID ON PAVED FOOTPATH.
uPVC PIPE TO BE
POSITIONED/FIXED INTO THE
WORKING SLAB
SILICONE FILL JOINT BETWEEN
LID AND PAVERS
ONCE PIPE AND LID ARE
POSITIONED AS DETAILED
CAREFULLY FILL PIPE WITH
WEAK WET MORTAR MIX 6:1
SECTION
PLAN
POSITION SQUARE INLET LID TO
CENTRE PAVEMENT JOINT LINE
℄
100
Top Related