Upload
others
View
9
Download
0
Embed Size (px)
Citation preview
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 4:43:40 PM 24/04/19
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
COVER SHEET
MI 00 A
MIRANDA
A REVISED PAVER SCHEDULE & ADDITIONAL PAVER SUPPLY NOTES A. URIO 24/04/2019K. RATNAS
PAVEMENT DESIGN TBC
0.9
1
MI.06
1
MI.02
1
MI.07
2
MI.02
TREE IN FOOTPATH -
ROOT CELL
08.04
08.05
2
MI.07
1
MI.05
2
MI.05
3
MI.03
1.8
1
.
5
2.4
B
S
2.7
NOMINAL 1.5m WIDE OF
BLACK COLOUR PAVER FOR
TGSIs CONTRAST
ROOT CELL MAY EXTEND UNDER
ROAD PAVEMENT IN
CONJUNCTION WITH NEW WORKS
GE
GE
GE
GE
GE
GE
GE
GE
GE
GE
B
B
B B
B B
B
S
B
S
B
BBBBBBBB
PEDESTRIAN
LANE/ARCADE
SPECIAL AREA
B
S
2.4
M
in
1.5
M
in
VA
RY
Va
ry
10
10
BDY BDYBDY
15
0
150 150
15
0
ES
15
01
50
15
0
150 150
150
1
5
0
150
150
150
AC
TIV
E F
RO
NT
AG
E
SHARED ZONE IN LANEWAY
WITH COMMERCIAL
FRONTAGE/ WELL USED
PEDESTRIAN CONNECTION
R3 OR OTHER DEVELOPMENT WITH
NO COMMERCIAL FRONTAGE
PROVIDE 2.7m Min
FOOTPATH ADJACENT TO
ANGLE PARKING
PLAIN CONCRETE RAMP
FOR STANDARD
FOOTPATH/LOCAL AREA
STANDARD
LAYBACK
PRAM RAMP
TREE IN TURF
LARGE OR SMALL TREE TO SUIT SITE
CONSTRAINT APPROVED BY
LANDSCAPE ARCHITECT ACCORDING
TO SS NATIVE PLANT SELECTOR
CORNER LAYOUT -
ACUTE
CORNER LAYOUT -
OBTUSE
TREE IN MASS
PLANTING BED
TREE IN BLISTER -
ROOT CELL
IN LANEWAYS WITH NO
ACTIVE FRONTAGE
PROVIDE 1.2 FOOTPATH
MINIMUM IN STANDARD
FOOTPATH
LARGE TREE AS APPROVED BY
LANDSCAPE ARCHITECT
CORNER
LAYOUT - 90°
PEDESTRIAN PAVEMENT
FLEXIBLE - UNIT PAVERS
PLAN SCALE 1:200
B
B
2.4
M
in
1.5
M
in
VA
RY
B
B
B
B
B
B
B
OH
/
\
OH
/
\
OH
/
\
FOR DEFINITION OF USER
ZONE REFER TO
PDTM-PART B, SHEET 01
R4 FRONTAGE
R4 FRONTAGE
COMMERCIAL FRONTAGE
COMMERCIAL FRONTAGE
COMMERCIAL FRONTAGE
R
4
F
R
O
N
T
A
G
E
CO
MM
ER
CIA
L F
RO
NT
AG
E
CO
MM
ER
CIA
L F
RO
NT
AG
E
R
4
F
R
O
N
T
A
G
E
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
O
H
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
PR
IM
AR
YS
TR
EE
T
PRIMARY STREET SECONDARY STREET
S
E
C
O
N
D
A
R
Y
S
T
R
E
E
T
LOCAL STREET
S
E
C
O
N
D
A
R
Y
S
T
R
E
E
T
LOCAL
STREET
B S
B
B
B
B
B
B
VEHICLE PAVEMENT RIGID -
STANDARD/HEAVY DUTY
RAISED THRESHOLD
- TYPE 1
FOOTPATH -
PRIMARY
FOOTPATH
SECONDARY- FULL
FOOTPATH
SECONDARY - 1.8m
FOOTPATH
SECONDARY - 2.5m
OR TYPICALLY 2.7m
ADJACENT TO REAR
TO KERB PARKING
1
07.01
3/4
06.01
2
06.01
5
08.01
1
05.02
1
05.05
6
08.01
FOOTPATH
SECONDARY - 1.5m
TE
TE
TE
TE
TE
TE
ADJUST TIMBER EDGE
TO SUIT EXISTING
TREE CONDITION.
MULCH SURROUND
TE
TE
TE
TE
TE
T
E
T
E
TE
TE
B
S
BU
BUILDING FACE BUILDING FACE
SMALL TREE AS APPROVED
BY LANDSCAPE ARCHITECT
X
XX.XX
GE
TURF AS DETAILED
MASS PLANTING BED
AS DETAILED
EXISTING TREE RETAINED
TREE GUARD & GRATE,
SS-TG-01a & SS-TS-01
LEGEND
GE
TURF AS DETAILED
MASS PLANTING BED
AS DETAILED
EXISTING TREE RETAINED
TREE GUARD & GRATE,
SS-TG-01a & SS-TS-01
LEGEND
GE
TURF AS DETAILED
MASS PLANTING BED
AS DETAILED
150mm KERB AND GUTTER
EXISTING TREE RETAINED
TREE GUARD & GRATE,
SS-TG-01a & SS-TS-01
SEAT SS-SE-01a
B S
NEW TREE - LARGE/SMALL
BUILDING FEATURE/
DOORWAY
RAISED EDGE
SS-GE-01a
LEGEND
BOUNDARY LINE
GE
2
05.01
BDY
1
08.01
3
08.01
05
09.08
06.06
09.01
TE
TIMBER EDGE AS DETAILED
3
08.02
150
TREE PIT - ROOT CELL
EXTENT
LEGEND
GE
OVERHEAD UTILITIES
LIGHT POLE
SIGN POST
WARNING TGSIs, REFER
FURNITURE & FIXTURES
SCHEDULE
OVERHEAD UTILITIES
LIGHT POLE
SIGN POST
WARNING TGSIs, REFER
FURNITURE & FIXTURES
SCHEDULE
BOLLARD SS-BD-01a
BIN SS-BS-01a
BIKE RACK SS-BR-01a
OH
/
\
OVERHEAD UTILITIES
B
LIGHT POLE
SIGN POST
WARNING TGSIs, REFER
FURNITURE & FIXTURES
SCHEDULE
01
09.05
09.02
09.03
DRINKING STATION
SS-BU-01 OR 02
09.04
1.5m WIDE OF SINGLE COLOUR
PAVER FOR TGSIs CONTRAST
BU
FOOTPATH - VEHICLE -
TYPE 3
FOOTPATH - PEDESTRIAN -
TYPE 4
FOOTPATH - PEDESTRIAN -
TYPE 1 & 3*
FOOTPATH - VEHICLE -
TYPE 1
FOOTPATH - PEDESTRIAN -
TYPE 1
FOOTPATH - PERMEABLE -
TYPE 1
FOOTPATH PAVEMENT ON
FLEXIBLE SYSTEM
ROAD PAVEMENT TO
ENGINEER'S DESIGN &
SPECIFICATION, TYPICAL
FOOTPATH - VEHICLE -
TYPE 3
FOOTPATH - PEDESTRIAN -
TYPE 4
FOOTPATH - PEDESTRIAN -
TYPE 1 & 3*
FOOTPATH - VEHICLE -
TYPE 1
FOOTPATH - PEDESTRIAN -
TYPE 1
FOOTPATH - PERMEABLE -
TYPE 1
FOOTPATH PAVEMENT ON
FLEXIBLE SYSTEM
ROAD PAVEMENT TO
ENGINEER'S DESIGN &
SPECIFICATION, TYPICAL
FOOTPATH - VEHICLE -
TYPE 3
FOOTPATH - PEDESTRIAN -
TYPE 4
FOOTPATH - PEDESTRIAN -
TYPE 1
FOOTPATH - VEHICLE -
TYPE 1
FOOTPATH - PEDESTRIAN -
TYPE 1
FOOTPATH - PERMEABLE -
TYPE 1
FOOTPATH PAVEMENT ON
FLEXIBLE SYSTEM
ROAD PAVEMENT TO
ENGINEER'S DESIGN &
SPECIFICATION, TYPICAL
NOTE:
· REFER TO PDTM PART B, SHEET 01 FOR
STREETSCAPE DESIGN GUIDELINES
· REFER TO DRAWING 00 OF THIS SERIES FOR
PAVER AND FURNITURE TYPE & APPLICATION
CRITERIA INFORMATION
· REFER TO TYPICAL FOOTPATH LAYOUT
DRAWINGS SHEET 02 & 03 OF THIS SERIES FOR
PAVEMENT APPLICATION
1
06.03
2
06.01
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:09 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
MIRANDA
TYPICAL FOOTPATH HIERARCHY & PAVEMENT GUIDELINES
MI 01 -
VA
RY
VARY
1770 MAX.
LB
200
TS
M1
M1
750 M
IN
.
2400 C
LE
AR
PA
TH
O
F T
RA
VE
L
1200 MIN.
1200 MIN.
LB
LB
DRIVEWAY
EDGE
DR
IV
EW
AY
ED
GE
FOR SPACING REFER NOTES
900 M
IN
.
1330 N
OM
.
1800 S
TA
ND
AR
D F
OO
TP
AT
H
2500 M
IN
. S
HA
RE
D Z
ON
E
IJIJ
IJIJ
IJ
IJ IJ
TS
M1
B S
1330 MIN.
M1
TS
SJ
EJ
SJ
SJ
SJ
SJ
EJ
150
SJ
SJ
EJE
J
1330 N
OM
.
150 MIN.
PRIMARY FOOTPATH NOTES:
1. REFER TO SCHEDULES FOR MATERIAL
DESCRIPTION.
2. PAVERS TO BE LAID IN CONTINUOUS
STRETCHER BOND PATTERN, PERPENDICULAR
TO THE LINE OF BEST FIT (LB).
3. LINE OF BEST FIT TO BE DETERMINED FROM
DOMINANT BOUNDARY ALIGNMENT, eg.
BUILDING FACE OR PROPERTY BOUNDARY.
4. M(No.) REFERS TO MODULE REFERENCE.
REFER DETAIL FOR PAVER TYPE, PATTERN
AND QUANTITY.
5. MINIMUM PAVER SIZE IS 110mm IN LENGTH AND
LESS THAN HALF SIZE IN WIDTH. WHEN PAVER
IS LESS THAN MINIMUM SIZE, CUT SHALL BE
MADE OVER TWO ROWS OR MORE TO MEET
THE REQUIREMENT. ENSURE NEW JOINT DOES
NOT LINE UP WITH ADJACENT ROWS (MAINTAIN
STRETCHER BOND PATTERN).
7. ALIGN SUBSTRATE JOINT WITH UNIT PAVING
ABOVE WHERE EVER POSSIBLE. ALL SURFACE
JOINTS TYPE MUST BE ALIGNED WITH JOINTS
BELOW (SUBSTRATE).
8. ALL STREET TREE IN PRIMARY AREAS SHALL
BE CONSTRUCTED WITH ROOT CELL TREE PIT
SYSTEM.
9. TAKING ACCOUNT OF REQUIRED MINIMUM
CLEARANCES, STREET TREE MAXIMUM
SPACING ON FOOTPATH SHALL BE:
- SMALL TREES: 6m ±1
- MEDIUM TREES: 9m ±1
- LARGE TREES: 12m ±1
9. CONSIDER CLEARANCES/ TRAFFIC
REQUIREMENT WHEN POSITIONINGNEAR
CROSSINGS OR TRAFFIC LIGHT
10. ALL AERATION/WATERING VENT IN PAVED
AREAS SHALL BE IN STAINLESS STEEL,
ALTERNATIVELY BLACK UV RESISTANT PLASTIC
FOR INSTALLATION IN GARDEN BED.
11. EXTENT AGGREGATE TREE SURROUND TO BE
DESIGNED TO SUIT PAVEMENT JOINT. MAINTAIN
CONSISTENT DIMENSION OF TREE SURROUND
IN THE SAME FOOTPATH WHEREVER POSSIBLE.
12. AVOID PLACEMENT OF VENT IN THE FEATURE
PAVER ROW, AND MAINTAIN TIDY &
CONSISTENT VENTS PLACEMENT IN THE
FOOTPATH AREA, ie. VENTS TO BE INSTALLED
IN STRAIGHT LINE WITH EACH OTHER ALONG
THE LENGTH OF FOOTPATH.
13. SHARED PATHWAY (CYCLEWAY & PEDESTRIAN)
REQUIRES 2.5m MINIMUM CLEAR PATH OF
TRAVEL
2
05.01
PROVIDE SETOUT POINT
TO IDENTIFY START OF
PAVER MODULE
SS-TI-01 ON NON A.S. PRAM
RAMP ONLY
BIN -
POSSUM MOTIF
PROJECTED MATURE
TREE CANOPY TO CLEAR
VERTICAL STREET
ELEMENTS SUCH AS
AWNING OR LIGHT POLE
ALLOW 1200mm WIDE AREA
BLACK PAVERS ONLY ADJACENT
TO DRIVEWAY, TYPICAL.
FOLD LINE/CUT LINE
ACROSS PAVERS AND
GRADE EVENLY ACROSS
TO SUIT LAYBACK WING
1
MI.03
1
06.01
STANDARD PRAM RAMP
(WITH UNIT PAVING SS-FP-01a)
HEADER AROUND PRAM
RAMP SS-FP-01b
2
06.04
LINE OF BEST FIT TYPICALLY 110mm
FROM PROPERTY BOUNDARY/
DOMINANT BUILDING LINE
1
06.04
08.04
08.05
1
09.05
5
06.04
SS-PP-01
3/4
06.01
1
05.02
FOR EXISTING TIMBER POLE,
INSTALL COLD MIX SURROUND
TO THE BASE OF POLE
1
06.02
VENT IN
PAVEMENT
SS-FV-01a
1
09.01
1
06.03
CONSIDER CLEARANCES/ TRAFFIC
REQUIREMENT WHEN NEAR
CROSSINGS OR TRAFFIC LIGHT
FOR TREE PIT EXTENT,
REFER TO SOIL VOLUME
CALCULATION AS SPECIFIED
STANDARD
KERB & GUTTER
EXPANSION
JOINT
ISOLATION
JOINT
3
06.04
CRACK CONTROL
JOINT
RESIN BONDED
AGGREGATE
SEAT
PEDESTRIAN PAVEMENT
RIGID - UNIT PAVERS
TRIP STOP JOINT
PAVER & CONCRETE
JUNCTION
VEHICLE PAVEMENT
RIGID - UNIT PAVERS
STANDARD LAYBACK
& ACCESS
TREE IN
PAVEMENT
MODULE
NUMBER
1
05.05
PEDESTRIAN PAVEMENT
RIGID - UNIT PAVING
VARIES
150
EQ.
615 1200 NOM.
EQ.
1200 NOM.
TRIP STOP
AS DETAILED
IJ
IJ
4555 MIN.
D
R
IV
E
W
A
Y
E
D
G
E
615
TYP.
VARY
EQ.EQ.EQ.EQ.
700-1200 700-1200
EQ.
DR
IV
EW
AY
ED
GE
TS
TS
TS
B S
IJ IJ
1330 NOM.
1410 N
OM
.
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
IJ IJ
2285
TS
TS
TS
TS
TS
TS
150
3805
1800 M
IN
.
RB RB
RB
SECONDARY FOOTPATH NOTES:
1. REFER TO SCHEDULES FOR MATERIAL
DESCRIPTION.
2. PAVERS TO BE LAID IN CONTINUOUS
STRETCHER BOND PATTERN.
3. WHERE REQUIRED USE LINE OF BEST FIT
PRINCIPLE TO CREATE FIXED PAVER
STRING LINE ON THE BOUNDARY SIDE
(REFER PRIMARY FOOTPATH NOTE #2).
4. M(No.) REFERS TO MODULE REFERENCE.
REFER DETAIL FOR PAVER PATTERN AND
QUANTITY.
5. MINIMUM PAVER SIZE IS 110mm IN LENGTH
AND LESS THAN HALF SIZE IN WIDTH.
WHEN PAVER IS LESS THAN MINIMUM
SIZE, CUT SHALL BE MADE OVER TWO
ROWS OR MORE TO MEET THE
REQUIREMENT. ENSURE NEW JOINT DOES
NOT LINE UP WITH ADJACENT ROWS
(MAINTAIN STRETCHER BOND PATTERN).
6. SPACE JOINTS EQUALLY BETWEEN
BOOKENDS AREAS (TYPICALLY DRIVEWAY
OR ARCHITECTURAL FEATURE AREAS).
7. JOINT SPACING TYPICALLY TO FORM
SQUARE PAVEMENT PANELS (±500mm) OR
MAXIMUM 1.5x WIDTH OF PATH UP TO 3.5m
WIDE.
8. FEATURE AREA IS TYPICALLY ACCENTED.
IT APPLIES TO SHOP FRONT, PEDESTRIAN
CROSSING POINTS (PRAM RAMPS), BUS
STOPS/SHELTER AREA, FOOTPATH
CORNERS & PROMINENT PEDESTRIAN
INTERFACES.
9. PAVER BANDING -WIDE, IS A NON
ACCENTED VERSION OF FEATURE AREA,
TYPICALLY APPLIES TO PRIVATE
PROPERTY ENTRANCES AND TREE IN
FOOTPATH.
10. PAVER BANDING - NARROW TO BE
APPLIED IN CONSISTENT RHYTHM IN
SECONDARY FOOTPATH AREA AND TO
HIGHLIGHT VEHICLE CROSSING.
11. SPACE JOINTS EVENLY AND WITHIN
TOLERANCES ACROSS CONCRETE
PAVEMENT TO SUIT AVAILABLE SPACE
BETWEEN FEATURE AREAS OR PAVER
BANDING.
12. ALL STREET TREE POSITIONED IN THE
FEATURE PAVEMENT AREA SHALL BE
CONSTRUCTED WITH ROOT CELL TREE PIT
SYSTEM.
8. TAKING ACCOUNT OF REQUIRED MINIMUM
CLEARANCES, STREET TREE MAXIMUM
SPACING ON FOOTPATH SHALL BE:
- SMALL TREES: 6m ±1
- MEDIUM TREES: 9m ±1
- LARGE TREES: 12m ±1
9. CONSIDER CLEARANCES/ TRAFFIC
REQUIREMENT WHEN POSITIONINGNEAR
CROSSINGS OR TRAFFIC LIGHT
10. ALL AERATION/WATERING VENT IN PAVED
AREAS SHALL BE IN STAINLESS STEEL,
ALTERNATIVELY BLACK UV RESISTANT
PLASTIC FOR INSTALLATION IN GARDEN
BED.
11. MAINTAIN TIDY AND CONSISTENT VENTS
FIXTURE PLACEMENT IN THE FOOTPATH
AREA, ie. VENTS TO BE INSTALLED IN
STRAIGHT LINE WITH EACH OTHER ALONG
THE LENGTH OF FOOTPATH.
12. SHARED CYCLEWAY & PEDESTRIAN
PATHWAY REQUIRES 2.5m MINIMUM
CLEAR PATH OF TRAVEL.
UNIT PAVER INLAY
(PAVER BANDING -
NARROW, REFER NOTES)
ALLOW 1200mm WIDE
AREA ADJACENT TO
DRIVEWAY, TYPICAL
1
05.05
4
06.05
PROVIDE SETOUT POINT
TO IDENTIFY CENTRE OF
PAVER MODULE
1
06.05
08.04
08.05
6
06.01
1
06.02
2/3
06.02
FEATURE PAVEMENT AREA.
REFER NOTES
PAVER BANDING - WIDE,
REFER NOTES
TREE IN FOOTPATH, POSITION
TREE OFF CENTRE TO AVOID
POWER LINES AND SELECT
APPROPRIATE SPECIES,
REFER NOTES
2
MI.04
09.01
VENT IN
PAVEMENT
FOR TREE PIT EXTENT,
REFER TO SOIL VOLUME
CALCULATION AS SPECIFIED
5
08.01
TREE IN GARDEN BED
WING ON ONE SIDE MAY BE DELETED TO EXTEND
GARDEN BED AREA WHERE APPROPRIATE
STANDARD PRAM RAMP
(WITH UNIT PAVING SS-FP-01a)
SS-TI-01 ON NON A.S. PRAM
RAMP ONLY
1
06.01
PEDESTRIAN PAVEMENT
RIGID - UNIT PAVING
LARGE TREE WILL REQUIRED ROOT CELL
UNDER PAVEMENT TREE IN GARDEN BED
TRIP STOP
JOINT
ISOLATION
JOINT
5
08.01
TREE IN MASS
PLANTING BED
PEDESTRIAN CONCRETE
PAVEMENT
TREE PLANTING IN PAVEMENT
VEHICLE PAVEMENT
RIGID - STANDARD/
HEAVY DUTY2
05.01
STANDARD
KERB & GUTTER
5
06.05
TRIP STOP JOINT- PAVER
& CONCRETE JUNCTION
SEAT
MODULE
NUMBER
M2
M2
750 M
IN
.
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:11 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
FOOTPATH PRIMARY - FULL WIDTHLayout Guide - Scale 1:50
2 FOOTPATH SECONDARY - FULL WIDTHLayout Guide - Scale 1:50
1
TYPICAL FOOTPATH LAYOUT - SHEET 01
MI 02 -
NOTE:LAYOUT GUIDES ARE GUIDELINES FOR FOOTPATHPAVEMENTS APPLICATION. OPPORTUNITIES ANDCONSTRAINTS TO BE REALISED ON SITE BY SITEBASIS (eg. GARDEN BED, OR TREE BLISTER)
MIRANDA
VARIES
150
EQ.
TS
615 1200 NOM.
EQ.
1200 NOM.
IJ
4555 MIN.
TS
EQ.EQ.
TS
TS
TS
TS
TS
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
IJ IJ
25
00
C
LE
AR
TY
PIC
AL
LY
TS
IJ
60
0
MIN
.
SE
SE
SESE SE SE
TS
18
00
M
IN
. L
OC
AL
IS
ED
NA
RR
OW
IN
G
600
MIN
.
TS
TS
2285
TS
TS
TS
TS
EQ.EQ.EQ.EQ.EQ.
SE
M2
M2
M2
M2
ALLOW 1200mm WIDE AREA
ADJACENT TO DRIVEWAY, TYPICAL
DR
IV
EW
AY
ED
GE
4
06.05
PROVIDE SETOUT POINT
TO IDENTIFY CENTRE OF
PAVER MODULE
FEATURE PAVEMENT AREA.
REFER SECONDARY
FOOTPATH NOTES
PAVER BANDING-WIDE,
REFER NOTES
1
08.01
5
06.05
DR
IV
EW
AY
ED
GE
TURRETS OR INSPECTION PILLARS
TO BE OUTSIDE OF FOOTPATH
SHARED ZONE, TYPICAL.
STREET TREE CANOPY TO BE MAINTAINED/ ENHANCED IN SHARED
PATH AREA. PROPOSE TREE IN BLISTER OR PARKING LANE.
LOCALISED NARROWING OF PATH IS ACCEPTED WHERE NECESSARY.
REFER ALSO TO SECONDARY FOOTPATH NOTES ON SHEET 02
TURRETS OR
INSPECTION PILLAR
3
08.01
OPTION FOR DRIVEWAY BANDING
ABUTS PAVER BANDING-WIDE AREA
WHERE APPROPRIATE
1
05.05
STANDARD PRAM RAMP
(WITH UNIT PAVING SS-FP-01a)
SS-TI-01 ON NON A.S. PRAM
RAMP ONLY
1
06.05
ISOLATION JOINT
4
08.02
STEEL EDGE
(TO PAVER)
TRIP STOP JOINT- PAVER
& CONCRETE JUNCTION
TRIP STOP
JOINT
1
06.02
PEDESTRIAN PAVEMENT
RIGID - UNIT PAVING
2/3
06.02
VEHICLE PAVEMENT
RIGID - STANDARD/
HEAVY DUTY
1
06.02
PEDESTRIAN CONCRETE
PAVEMENT
TURF
MASS
PLANTING BED
2
05.01
STANDARD
KERB & GUTTER
2
MI.04
MODULE
NUMBER
VARIES
150
TS
615 1200 NOM.
1200 NOM.
IJ
IJ
TS
615
TYP.
900 MIN.
M2
EQ.EQ.
700-1200 700-1200
TS
TS
TS
TS
TS
TS
TS
TS
TS
IJ
750 M
IN
.
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
IJ IJ
8000 NOM. FOR LARGE TREES
1800
RB RB RB RB RB RB RB
SE SE SE SE SE
SE
EQ
TS
TS
IJ
SE
TS
TS
TS
EQ.EQEQEQ
TE
TE
TE
TE
TE
250 M
IN
2285
4555 MIN.EQ EQ
M2
TRIP STOP
AS DETAILED
D
R
IV
E
W
A
Y
E
D
G
E
DR
IV
EW
AY
ED
GE
PROVIDE SETOUT POINT
TO IDENTIFY CENTRE OF
PAVER MODULE
FEATURE PAVEMENT AREA.
REFER SECONDARY
FOOTPATH NOTES
PAVER BANDING, WIDE.
REFER NOTES.
PAVER BANDING,
NARROW. REFER NOTES.
ALLOW 1200mm WIDE
AREA ADJACENT TO
DRIVEWAY, TYPICAL
6
08.01
1
08.02
4
08.02
1
08.01
250mm MIN.
TURF AREA
NOTE: REFER ALSO TO SECONDARY
FOOTPATH NOTES ON SHEET 02
OMIT TIMBER EDGE
WHERE IT ABUTS
PAVEMENT/KERB
TYPICALLY
MULCH ONLY
SELECT APPROPRIATE SPECIES UNDER
OVERHEAD CABLE & POSITION TREE SO THAT
MAIN LEADER WILL CLEAR CABLES ABOVE
1
05.05
STANDARD PRAM RAMP
(WITH UNIT PAVING SS-FP-01a)
SS-TI-01 ON NON A.S. PRAM
RAMP ONLY
1
06.05
ISOLATION
JOINT
UNIT PAVER INLAY
(PAVER BANDING -
NARROW, REFER NOTES)
6
06.01
4
06.05
TRIP STOP
JOINT
STEEL EDGE
(TO PAVER)
TURF
MESH TREE
GUARD
TREE IN
TURF
1
06.02
PEDESTRIAN CONCRETE
PAVEMENT5
06.05
TRIP STOP JOINT-
PAVER & CONCRETE
JUNCTION
1
06.02
PEDESTRIAN
PAVEMENT RIGID
- UNIT PAVING
2/3
06.02
VEHICLE PAVEMENT
RIGID - STANDARD/
HEAVY DUTY
2
SS.04
MODULE
NUMBER
3.5m+
M2
150
TS
595
IJ
IJ
T
S
615
TYP.
M2
EQ.
400-800400-800
TS
TS
TS
TS
TS
TS
TS
TS
IJ
750 M
IN
.
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
OH
/
\
IJ IJ
1500
RB
RB RB RB RB RB RB
90
0
SE
TE
TE
TE
TE
TE
TS
TS
TS
TS
TS
TS
TS
TS
TS
SE SESE
TS
EQ.
EQ.EQ.EQ.EQ.EQ.
EQ.EQ.EQ.EQ.
EQ.EQ.
B S
UNIT PAVER INLAY
(PAVER BANDING -
NARROW, REFER NOTES)
POSITION PAVEMENT
BANDING TO ALIGN WITH
DRIVEWAY EDGE FOR
DRIVEWAY OVER 3.5m
AND/OR AT AN ANGLE
DR
IV
EW
AY
ED
GE
PROVIDE SETOUT
POINT TO IDENTIFY
CENTRE OF PAVER
MODULE
4
08.02
FEATURE PAVEMENT AREA
INCLUSIVE CROSSING POINT &
SEAT AREA. REFER TO
SECONDARY FOOTPATH NOTES
PAVER BANDING, WIDE.
REFER NOTES.
PAVER BANDING,
NARROW. REFER NOTES.
1
06.02
6
08.01
4
08.02
1
08.01
DR
IV
EW
AY
ED
GE
NOTE: REFER ALSO TO SECONDARY
FOOTPATH NOTES ON SHEET 02
TYPICALLY
MULCH ONLY
SELECT APPROPRIATE
SPECIES UNDER OVERHEAD
CABLE & POSITION TREE SO
THAT MAIN LEADER WILL
CLEAR CABLES ABOVE
1
05.05
STANDARD PRAM RAMP
(WITH UNIT PAVING SS-FP-01a)
SS-TI-01 ON NON A.S. PRAM
RAMP ONLY
1
06.05
ISOLATION
JOINT
1
06.02
PEDESTRIAN
PAVEMENT RIGID
- UNIT PAVING
SEAT
STEEL EDGE
(TO PAVER)
6
06.01
4
06.05
TRIP STOP
JOINT
STEEL EDGE
(TO PAVER)
TURF
1
08.02
MESH TREE
GUARD
TREE IN
TURF
1
06.02
PEDESTRIAN CONCRETE
PAVEMENT
PEDESTRIAN
PAVEMENT RIGID
- UNIT PAVING
4
06.05
TRIP STOP
JOINT
2
SS.04
MODULE
NUMBER
09.01
SE SE SE
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:17 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
FOOTPATH SECONDARY - 2.5m (SHARED PATH)Layout Guide - Scale 1:50
1 FOOTPATH SECONDARY 1.8mLayout Guide - Scale 1:50
3
2 FOOTPATH SECONDARY 1.5mLayout Guide - Scale 1:50
TYPICAL FOOTPATH LAYOUT - SHEET 02
MI 03 -
NOTE:LAYOUT GUIDES ARE GUIDELINES FOR FOOTPATHPAVEMENTS APPLICATION. OPPORTUNITIES ANDCONSTRAINTS TO BE REALISED ON SITE BY SITEBASIS (eg. GARDEN BED, OR TREE BLISTER)
MIRANDA
1
10mm ISOLATION JOINT AS
DETAILED.
BUILDING FACE
BODY PAVER/DOMINANT
PAVERS, 150mm PAVER
WIDTH, REFER SCHEDULE
ACCENT PAVER ROW,
REFER SCHEDULE
ROWS REFERENCE
PANEL 1
10mm ISOLATION JOINT AGAINST
BUILDING AS DETAILED.
10345
PANEL 2 PANEL 3 PANEL 4
BODY PAVER/DOMINANT
PAVERS, 300mm PAVER WIDTH,
REFER SCHEDULE
PAVER UNIT LESS THAN MINIMUM
TOLERANCE LENGTH TO BE CUT
OVER 2 ROWS OR REPLACE WITH
ALTERNATE CODE, TYPICAL.
(NOTE THAT RANDOM STRETCHER
PATTERN MUST STILL BE
MAINTAIN/JOINTS OF ADJACENT
ROWNS SHOULD NOT ALIGN).
PRIMARY FOOTPATH MODULE NOTES:
1. THIS MODULE TYPICALLY APPLIES TO CENTRE, PRIMARY
AREAS (IE. KINGSWAY)
2. SETOUT PAVERS FROM BUILDING SIDE SIDE. DETERMINE
PREDOMINANT BUILDING FACE AS LINE OF BEST FIT, AND
SET OUT MODULE PERPENDICULAR TO.
3. PAVER CUTTING TO OCCUR PREDOMINANTLY ON KERB
SIDE.
4. PATTERN TO BE ASSESSED SITE BY SITE TO SUIT BUILDING
FACE AND KERB VARIATION.
5. MINIMUM PAVER SIZE LENGTH 200mm, CUT OVER 2 PAVERS
WHERE REQUIRED TO MEET MINIMUM PAVER SIZE OR
REPLACE WITH ALTERNATE PAVER CODE
6. ADJACENT PAVER JOINTS SHOULD NEVER ALIGN, HOWEVER
JOINTS DO FOLLOW A TYPICAL JOINT PATTERN AS SHOWN
ON THE PAVEMENT MODULE.
7. 'ACCENT PAVER' WILL NOT ABUT DIRECTLY TO KERB OR
BUILDING LINE. MINIMUM 200mm OF BLACK PAVER EDGE TO
BE MAINTAINED.
8. PROVIDE EXPANSION/CONTROL JOINT (EJ), CONSTRUCTION
JOINT (CJ) AND ISOLATION JOINT (IJ) TO LOCATIONS SHOWN.
CJEJ
CJ
KE
RB
3510 N
OM
.
205 N
OM
.
IJ
IJ
PAVER CUTTING ZONE TO BE
ASSESS ON SITE-BY-SITE BASIS.
HATCHED ZONE SHOWN IS BASED
ON THIS EXAMPLE MODULE ONLY.
2590 JOINT SPACING TYP.
CONTROL JOINT AND CONSTRUCTION
JOINT AS DETAILED.
a
a
a
a
c
i
i
e
e
a
a
a
a
a
a
a
a
a
a
e
i
e
e
i
a
a
a
a
a
a
a
a
a
a
a
a
a
a
i
e
e
a
a
a
a
a
a
a
a
a
a
a
a
a
a
j
b
b
b
b
b
b
b
b
b
b
a
b
b
b
b
b
b
b
b
b
b
b
b
b
b
b
e
h
b
b
b
b
b
b
b
b
b
b
d
c
d
d
d
d
m
d
d
d
d
d
d
d
d
d
m
d
d
d
d
d
d
d
d
a
a
a
a
d
d
d
d
d
d
d
d
f
f
j
h
h
m
h
j
m
j
m
f
h
f
m
a
d
h
e
EJ
b
b
c
d
d
b
b
d
d
d
g
f
h
f
h
f
m
j
b
a
a
a
a
a
c
f
h
f
m
j
m
j
h
f
h
d
c
b
b
b
b
d
d
d
d
d
c
d
b
j
g
f
h
f
h
f
h
f
a
a
a
a
a
d
a
m
h
c
f
h
j
h
f
e
b
b
b
b
b
d
d
d
d
d
c
h
f
m
f
f
g
m
j
m
j
a
a
a
a
a
b
d
c
h
f
h
h
f
f
m
j
m
j
a
d
c
e
i
e
e
i
b
b
b
b
d
d
d
d
d
c
a
a
a
a
a
b
h
m
j
f
g
m
j
j
h
f
a
a
a
a
a
b
b
b
b
d
d
d
d
d
c
a
a
a
a
b
a
35
00
N
OM
.
a
a
a
a
a
a
b
b
c
b
di
a
i
a
j
j
c c
h
m
b
b
b
d
b
a
a
2285 SINGLE MODULE APPLICATION
BOUNDARY
3 TYP. 300 TYP 150 TYP.5 10
a
a a
b
d
i
f
m
b
d
a
c
e
c
a
a
e
a b
di
b
de
a a
e
j
h
b
d
a
a a
e
m
b
d
a
a
b
j
b
MODULE REPEATS
TO SUIT CONTEXT
PATTERN ALWAYS BOOKENDS
WITH 300mm WIDE PAVER TYPE.
ENSURE REPEATED MODULE
ENDS WITH 300mm PAVER TYPE
PAVER CUTTING ONLY OCCUR ON
ONE SIDE. PAVERS LOCATED ON
EDGE WITH HATCH TO BE
TRIMMED TO ENSURE PATH
WIDTH IS CONSISTENT
MAXIMUM 10mm MORTAR GAP
BETWEEN PAVER AND
CONCRETE PAVEMENT
755 MIN. REPEAT
SETOUT ON BOUNDARY SIDE,
TYPICALLY AT ℄ OF ENTRANCES
OR AS SHOWN ON DRAWING
END PAVERS ALWAYS BLACK
PAVER TYPE, TYPICAL
PRAM RAMP TO BE PAVED IN
REGULAR STRETCHER BOND
PATTERN, PAVER 'a' ONLY,
AND CUT TO SUIT. MINIMUM
CUT SIZE APPLIES.
NEW PAVED PEDESTRIAN
FOOTPATH AS SHOWN ON
FINISHES PLAN.
KE
RB
'PRAM RAMP HEADER'
REFER SCHEDULE
PAVER UNIT LESS THAN
MINIMUM TOLERANCE
LENGTH TO BE CUT OVER 2
ROWS OR REPLACE WITH
ALTERNATE CODE, TYPICAL.
JOINTS AS DETAILED. REFER
TO LAYOUT GUIDES
EJCJEJ
30
0 ± 1
0
1200 WIDE TYP. RAMP
WARNING TGSIs ON PRAM
RAMP. PROVIDE
DIRECTIONAL TGSIs WHERE
RAMP IS NON-STANDARD OR
AS SHOWN ON DRAWINGS
IJ
IJ
I
J
PAVER CUTTING ADJACENT TO PRAM
RAMP IS TO BE ADJUSTED ON
SITE-BY-SITE BASIS. MINIMUM PAVER
SIZE APPLIES AS DETAILED. MINIMUM
MODULE WIDTH FOR PRAM RAMP ON
SECONDARY AREAS ARE 4555mm NOM.
20
0 M
IN
10
JO
IN
T T
YP
.
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:21 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
01Plan - Scale 1:20
02 MODULE 2 - SECONDARY FULL WIDTHPlan - Scale 1:20
01MODULE 1 - PRIMARYPlan - Scale 1:20
FOOTPATH PAVEMENTS MODULE - SHEET 1
MI 04 -
03 PRAM RAMP/FOOTPATH CROSSINGLayout Guide - Scale 1:20
MIRANDA
a
a
a
a
a
a
a
a
b
b
c
c
d
e
e
e
e
e
c
c
c
b
b
b
b
d
b
b
a
a
a
c
2285 MIN. MODULE APPLICATION
BOUNDARY
3 TYP. 300 TYP 150 TYP.5 10
e
e
PAVER CUTTING ONLY OCCUR ON
ONE SIDE. PAVERS LOCATED ON
EDGE WITH HATCH TO BE TRIMMED
TO ENSURE PATH WIDTH IS
CONSISTENT
MAXIMUM 10mm MORTAR GAP
BETWEEN PAVER AND
CONCRETE PAVEMENT
PATTERN ALWAYS BOOKENDS WITH
300mm WIDE PAVER TYPE
1800
755 MIN. REPEAT
SETOUT ON BOUNDARY SIDE,
TYPICALLY AT ℄ OF ENTRANCES
OR AS SHOWN ON DRAWING
MODULE REPEATS
TO SUIT CONTEXT
1500
a
a
a
a
a
a
b
c
d
c
e
e
e
e
e
c c
b
b
d
b
c
a
a
2285 MIN. MODULE APPLICATION
3 TYP. 300 TYP 150 TYP.
PAVER CUTTING ONLY OCCUR ON
ONE SIDE. PAVERS LOCATED ON
EDGE WITH HATCH TO BE
TRIMMED TO ENSURE PATH WIDTH
IS CONSISTENT
MAXIMUM 10mm MORTAR GAP
BETWEEN PAVER AND
CONCRETE PAVEMENT
BOUNDARY
a
c
a
c
5
10
SETOUT ON BOUNDARY SIDE,
TYPICALLY AT ℄ OF ENTRANCES
OR AS SHOWN ON DRAWING
e
PATTERN ALWAYS BOOKENDS WITH
300mm WIDE PAVER TYPE
MODULE REPEATS
TO SUIT CONTEXT
755 MIN. REPEAT
a
a
a
a
a
a
b
b
c
b
de
e
e
e
c c
b
b
b
d
b
a
a
b
2285 MIN. MODULE APPLICATION
BOUNDARY
3 TYP. 300 TYP 150 TYP.5
10
a
a a
b
d
eb
d
a
c
bb
a
c
a
c
b
b
a
d
e
e
e
e
PAVER CUTTING ONLY OCCUR ON
ONE SIDE. PAVERS LOCATED ON
EDGE WITH HATCH TO BE
TRIMMED TO ENSURE PATH WIDTH
IS CONSISTENT
MAXIMUM 10mm MORTAR GAP
BETWEEN PAVER AND
CONCRETE PAVEMENT
PATTERN ALWAYS BOOKENDS WITH
300mm WIDE PAVER TYPE
SETOUT ON BOUNDARY SIDE,
TYPICALLY AT ℄ OF ENTRANCES
OR AS SHOWN ON DRAWING
2500
755 MIN. REPEAT
MODULE REPEATS
TO SUIT CONTEXT
a
c
615
AS
N
OM
IN
AT
ED
O
N D
RA
WIN
GS
150 150
5
ee
ee
a
a
c
cc
300
5 3 3
PAVERS LOCATED ON EDGE WITH
HATCH TO BE TRIMMED TO ENSURE
PATH WIDTH IS CONSISTENT
MAXIMUM 5mm MORTAR
GAP BETWEEN PAVER AND
CONCRETE EDGE
FULL PAVERS TO BE
INSTALLED TO BODY AS
SHOWN WITH NO CUTS ALONG
WIDTH OF PAVER
BOUNDARY
SETOUT TYPICALLY FROM BOUNDARY
SIDE AND AS SHOWN ON DRAWINGS
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:26 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
1 Plan - Scale 1:20MODULE 3 - SECONDARY WIDE - 1.8mPlan - Scale 1:20
FOOTPATH PAVEMENTS MODULE - SHEET 2
MI 05 -
Plan - Scale 1:202 MODULE 4 - SECONDARY WIDE - 1.5Plan - Scale 1:20
3 Plan - Scale 1:20MODULE 5 - SECONDARY WIDE - 2.5Plan - Scale 1:20
Plan - Scale 1:204 MODULE 6 - SECONDARY NARROWPlan - Scale 1:20
MIRANDA
GE
GE
B
B
150
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:30 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
CORNER LAYOUT - 90°Typical Plan - Scale 1:501
CORNER LAYOUTS - SHEET 1
MI 06 -
TO FUTU
RE DETA
IL
MIRANDA
150
COMMERCIAL FRONTAGE
R
4
F
R
O
N
T
A
G
E
OH
/
\
OH
/
\
OH
/
\
B
S
1
.
5
O
H
/
\
O
H
/
\
O
H
/
\
O
H
OH
/
\
OH
/
\
OH
/
\
STATUS AND REVISION DESCRIPTION
DATE
SHEET No. REV.
APPROVED
FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:36 AM 19/12/17
CHECKED
PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)
LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017
FOR INFORMATION
SERIES No.CHAPTER No.
PART B
CORNER LAYOUT - OBTUSETypical Plan - Scale 1:51
CORNER LAYOUTS - SHEET 2
MI 07 -
CORNER LAYOUT - ACUTETypical Plan - Scale 1:52
TO FUTU
RE DETA
IL
TO FUTU
RE DETA
IL
MIRANDA