a1 reinforcement details - transport for nsw
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STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PIPE CULVERT IN CUT BATTER
PLAN(REMOVABLE)
GALVANISED GRATE
ELEVATION
(REMOVABLE)
A1 REINFORCEMENT DETAILS
WELD
175 175300 300
750
FLOW
4 T
O 1
800
APPROX
1100
2 TO 1
200200
135°
1300FLOW
150
SL82
GRATE ATTACHED TO HEADWALL
2790
1060
2/ A1-12
150
150
INV R
L
150 THICK CONCRETE PAD
INV R
L
GRAT
E RL10 TO 1
BATTER
PIP
E DIA
GULLY PIT
CROSSFALL
ROCK MATTRESS 230 THICK
150 1900 150
SEE CONSTRUCTION PLANS FOR OFFSET
SL82
150
530
A1
STOP BANK
CUT
GRATE & FRAME
WITH THE SPECIFICATION.
TO BE IN ACCORDANCE
BEDDING AND BACKFILLING
AS REQUIRED
WITH RUBBER V-RINGS
FIBRE CEMENT COUPLING
OR SIMILAR
FIBRE CEMENT BEND
(INLET GRATE REMOVED)
EXISTING
ELEVATION
END
CONCRETE QUANTITY = 1.8 m³
1
--
1
--
SURFACE
CLASS 2 OR SIMILAR
Ø600 FIBRE CEMENT PIPE
SECTION
NOT TO SCALE --
1
SL82 REINFORCING MESH
45°
135°
50 × 50 × 5 ANGLE
Ø25 PIPE
Ø12 HOLE
NOTES
PIPE DIAMETER SEE CONSTRUCTION PLANS OR STANDARD DRAWINGS.
FOR FURTHER DETAILS OF GRATE, GULLY PITS, INVERT LEVELS AND3.
CONCRETE GRADE N25.2.
CLEAR COVER TO OUTER FACE OF REINFORCEMENT 50 mm.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005874
R0230-01 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PIPE CULVERT IN CUT BATTER - 2 CELL
APPROX
800
175 175300 300
750
FLOW
4 T
O 1
1100
2 TO 1
WELD
(2 REQUIRED)
200200
2730
FLOW
150
GRATE ATTACHED TO HEADWALL
100
2/ A1-12
4580
1100
150
100
1060
150
F 81 MESH
150 THICK CONCRETE PAD
INV R
L
INV R
L
10 TO 1
BATTER
PIP
E DIA
GRAT
E RL
GULLY PIT
CROSSFALL
ROCK MATTRESS 230 THICK
E X I S T I N G
150 1900 150
SEE CONSTRUCTION PLANS FOR OFFSET
150
530
A1
STOP BANK
CUT
S U R F A C E
GRATE & FRAME
WITH THE SPECIFICATION.
TO BE IN ACCORDANCE
BEDDING AND BACKFILLING
AS REQUIRED
WITH RUBBER V-RINGS
FIBRE CEMENT COUPLING
OR SIMILAR
FIBRE CEMENT BENDCONCRETE QUANTITY = 2.5 m³
1
--
1
--
SECTION
NOT TO SCALE --
1
45°
SL82 REINFORCING MESH
PLAN
(INLET GRATE REMOVED)
Ø25 PIPE
50 × 50 × 5 ANGLE
GALVANISED GRATE
ELEVATION
ELEVATION
END
(REMOVABLE - 2 REQUIRED)
Ø12 HOLE
A1 REINFORCEMENT DETAILS
135° 135°
SL82
SL82
CLASS 2 OR SIMILAR
2 CELL Ø600 FIBRE CEMENT PIPE
NOTES
PIPE DIAMETER SEE CONSTRUCTION PLANS OR STANDARD DRAWINGS.
FOR FURTHER DETAILS OF GRATE, GULLY PITS, INVERT LEVELS AND3.
CONCRETE GRADE N25.2.
CLEAR COVER TO OUTER FACE OF REINFORCEMENT 50 mm.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005875
R0230-02 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
TYPE SF KERB OUTLET WITH EMBANKMENTBATTER SLOPE DRAIN
DETAIL OF SPILLWAY OUTLET
300
200
1200
900
PROVIDE DOUBLE BLOCKING PIECE
SHOULDER
GUARDFENCE
1902000 APPROXIMATELY
PLAN
800
100
480
630
800100
FLOW
2700
1200
100
330
900 N
OMIN
AL
100
100
KERB
100
EXPANSION JOINT
EXPANSION JOINT
90
OUTLET STRUCTURE.
TO BE SECURED TO CONCRETE
ROCK MATTRESS (OR EQUIVALENT)
WITH A 1350 STAR PICKET.
TO BE ANCHORED AT EACH CORNER
ROCK FILLED MATTRESS (OR EQUIVALENT)
FABRIC
GEOTEXTILE FILTER
2
--
2
--
SECTION
NOT TO SCALE --
1
1
--
1
--
SECTION
NOT TO SCALE --
2
500130SL81 MESH
APPROXIMATE HINGE POINT
TYPE SF
ROAD SHOULDER
MINIMUM THICKNESS 170 mm
ROCK FILLED MATTRESS (OR EQUIVALENT)
THE TOP AND BEYOND.
DEPTH INCREASING TO 300 mm, 1 m FROM
DEPTH OF 50 mm NEAR THE TOP WITH THE
MINIMUM THICKNESS 170 mm WITH AN INVERT
ROCK FILLED WIRE MATTRESS (OR EQUIVALENT),
SL81 MESH
NOTES
ON ROCK FACED BATTERS TERMINATE DRAIN AT TOP OF ROCK FACING.4.
FILLED WIRE MATTRESS.
PLACE GEOTEXTILE FILTER FABRIC AS SPECIFIED UNDER ALL ROCK3.
CONSTRUCT GULLY PIT TO SUIT DIRECTION OF FLOW.2.
CONCRETE STRENGTH N25.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005876
R0230-03 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
CURRUGATED STEEL PIPE BATTER UNIT FORBERM DRAINAGE PBD TYPE 2
150
250
FLOW
10 TO 1
200
FILTER CLOTH UNDER MATTRESS.
840
1875 FLOW
600
2700
300
- SUITS 2:1 BATTER
150
150
200
150
1000
FLOW
2000
FLOW
700
200
1130
100
LINE OF BATTER SLOPE
FLOW
DIR
EC
TIO
N
OF F
LO
W
BANK IF SPECIFIED.
CONSTRUCT DIVERSION
SUIT HALF ROUND PIPE.
SHAPE INVERT TO
SUIT DIRECTION OF FLOW.
ARRANGE PROTECTION TO
Ø10 BAR
MESH SL81
SECTION
NOT TO SCALE --
1
FROM INVERT.
ROCK BOLTS AT 30°
TO OUTLET WITH 2-12 mm
PIPE TO BE ANCHORED
PLAN
OUTLET PROTECTION
PLAN
150
600
150
FROM INVERT.
ROCK BOLTS AT 30°
TO OUTLET WITH 2-12 mm
PIPE TO BE ANCHORED
1
--
1
--
Ø10 BARS
45°
NOTES
CONCRETE QUANTITY = 0.4 m³3.
PEGGED WITH 1350 STAR PICKETS, SHOWN:
OUTLET PROTECTION- ROCK MATTRESS TO BE2.
CONCRETE STRENGTH N25.1.
1
ORGANIC FIBRE MATTING
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005877
R0230-04 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
EARTH DYKE OUTLET WITH BATTER DRAIN
2
--
2
--
420
300
SLOPE VARIABLE
150
500
2000
75
FUTURE FINISHED SURFACE
CONTRACT LEVEL
1200
BATTER
2 TO 1
TOP OF EMBANKMENT
750
175
150
2 TO 1
150
500
1000
800
CORRUGATED STEEL PIPE.
450 DIA. HALF ROUND
FILLED MATTRESS.
230 THICK ROCK
CONCRETE
N20
CLOTH
FILTER
CLOTH
FILTER
VARIABLE
BATTER SLOPE
PERSPECTIVE SECTION
NOT TO SCALE --
1
TO SUIT HALF ROUND CORRUGATED STEEL PIPE
SHAPE ROCK FILLED MATTRESS
DETAIL OF EARTH DYKE (SEALED)
SECTION
NOT TO SCALE --
2
SIDES N20, 75 mm THICK.
MASS CONCRETE APRON AND
MATCH PIPE INLET.
SHAPE CONCRETE APRON TO
PLAN
LONGITUDINAL SECTION1
--
1
--
NOTES
OUTLET ENDS OF PIPE.
GAUGE WIRE TO TWO 1350 mm STAR PICKETS AT BOTH INLET AND
HALF ROUND CORRUGATED STEEL PIPE TO BE FASTENED WITH 83.
1350 mm STAR PICKET.
ROCK FILLED MATTRESS TO BE PEGGED AT EACH CORNER WITH A2.
FLUSH WITH THE COMPACTED BATTER SURFACE.
TOP LIP OF HALF ROUND CORRUGATED STEEL PIPE TO BE INSTALLED1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005878
R0230-05 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PIPE HEADWALL AND CORRUGATED STEEL PIPEBATTER DRAIN
2000
REF
EREN
CE POINT
100
300
150
1200
500
150
REF
EREN
CE POINT
150 'D'
BATTER
PIPE DIAMETER
210
150
2000
100
PIPE DIAMETER 2000
PIPE. SEE SCHEDULE FOR DIAMETER.
HALF ROUND CORRUGATED STEEL
STEEL PIPE.
HALF ROUND CORRUGATED
TO SUIT HALF ROUND CSP.
SHAPE ROCK FILLED MATTRESS
FILLED MATTRESS.
230 THICK ROCK
CLOTH
FILTER
CLOTH
FILTER
SUIT PIPE.
SHAPE INVERT TO
PLAN
2
--
2
--
LOCATED AT 30° FROM INVERT.
WITH 2 - 12 mm ROCK BOLTS
PIPE TO BE ANCHORED TO OUTLET
SL81 FABRIC
LOCATED AT 30° FROM INVERT.
WITH 2 - 12 mm ROCK BOLTS
PIPE TO BE ANCHORED TO OUTLET
SECTION
NOT TO SCALE --
2
SECTION
NOT TO SCALE --
1
1
--
1
--
0.12300
375
450
DIAMETER
PIPE
SCHEDULE
QUANTITY m³
CONCRETE
525
600
750
900
0.16
0.21
0.25
0.31
0.42
0.55
CSP DIAMETER #
HALF ROUND
300
'D'
375
450
600
600
750
900
400
500
600
600
800
950
1 100
REFER TO DRAINAGE PLAN FOR ACTUAL DIAMETER.
DESIRABLE MINIMUM ONLY.#
NOTES
CONCRETE STRENGTH TO BE N25.5.
(FOR FASTENING PURPOSES).
1350 mm STAR PICKETS TO BE PROVIDED AT POINTS MARKED4.
STEEL PIPE (CSP).
WIRE TO TWO 1350 mm STAR PICKETS AT LOWER END OF CORRUGATED
HALF ROUND CORRUGATED STEEL PIPE TO BE FASTENED WITH 4 mm3.
1350 mm STAR PICKET.
ROCK FILLED MATTRESS TO BE PEGGED AT EACH CORNER WITH A2.
FLUSH WITH THE COMPACTED BATTER SURFACE.
TOP LIP OF HALF ROUND CORRUGATED STEEL PIPE TO BE INSTALLED1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005879
R0230-06 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
2000
CLOTH
FILTER
BATTER ROUNDING 40
190
130200200
100
500300
200
1200
150 BATTER SLOPE VARIABLE
100
SEE NOTE 7.
VAR.
500 130
FABRIC
190
40
BATTER ROUNDING
100
25
REFE
RENCE POINT
SF KERB
100
EXPANSION JOINT
450
100
40
EXPANSION JOINT90
1003050
REFERENCE POINT
1200
TYPE SF
100450
150
480
100
100
330
FLOW
KERB
1
--
2
--
2
--
2
--
3
--
3
--
STEEL PIPE.
HALF ROUND CORRUGATED
SHAPE INVERT TO SUIT
PLAN
REQUIRED FOR CONSTRUCTION OF SF DYKE OUTLET.
EXTRA GUARDFENCE DOUBLE BLOCKING PIECE WHERE
AT 30° FROM INVERT.
ROCK BOLTS LOCATED
TO OUTLET WITH 2 × 12 mm
PIPE TO BE ANCHORED
SL81 MESH FABRIC
SECTION
NOT TO SCALE --
1
SECTION
NOT TO SCALE --
3
SECTION
NOT TO SCALE --
4
SECTION
NOT TO SCALE --
2
4
--
4
--
FILLED MATTRESS.
230 THICK ROCK
CLOTH
FILTER
CORRUGATED STEEL PIPE.
450 DIA. HALF ROUND
PROFILE
SF KERB
PROFILE
SF KERB
50 MIN. (V
AR)
SL81 MESH FABRIC
CORRUGATED STEEL PIPE
TO SUIT HALF ROUND
SHAPE ROCK FILLED MATTRESS
SL81 MESH
NOTES
CATCH DRAIN ENSURE ADEQUATE SCOUR PROTECTION AT JOINT.
WHERE CORRUGATED BATTER DRAIN CONNECTS TO A CONCRETE LINED7.
PLACE FILTER FABRIC UNDER ALL ROCK FILLED MATTRESS.6.
CONSTRUCT GULLY PIT TO SUIT DIRECTION OF FLOW5.
CONCRETE STRENGTH GRADE SHALL BE N25.4.
WIRE TO TWO 1 350 mm STAR PICKETS AT OUTLET END OF PIPE.
HALF ROUND CORRUGATED STEEL PIPE TO BE FASTENED WITH 8 GAUGE3.
1350 mm STAR PICKET.
ROCK FILLED MATTRESS TO BE PEGGED AT EACH CORNER WITH A2.
FLUSH WITH THE COMPACTED BATTER SURFACE.
TOP LIP OF HALF ROUND CORRUGATED STEEL PIPE TO BE INSTALLED1.
1
SF DYKE OUTLET WITH CORRUGATED BATTER DRAIN
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005880
R0230-07 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
SF DYKE OUTLET ON EXISTING CORRUGATEDBATTER DRAIN
130200200
BATTER SLOPE VARIABLE
VAR.
100
BATTER ROUNDING
190
40
100
BATTER ROUNDING
200
500
100
25
130
FABRIC
190
40
EXPANSION JOINT
REFE
RENCE POINT
SF KERB
100
450
100
40
3050
EXPANSION JOINT
90
100
REFERENCE POINT
1200
100450
150
480
TYPE SF
100
FLOW
100
330
KERB
AT 30° FROM INVERT.
ROCK BOLTS LOCATED
TO OUTLET WITH 2 × 12 mm
PIPE TO BE ANCHORED
2
--
2
--
1
--
2
--
PLAN
STEEL PIPE.
HALF ROUND CORRUGATED
SHAPE INVERT TO SUITREQUIRED FOR CONSTRUCTION OF SF DYKE OUTLET.
EXTRA GUARDFENCE DOUBLE BLOCKING PIECE WHERE
3
--
3
--
SECTION
NOT TO SCALE --
1
SL81 MESH FABRIC
PROFILE
SF KERB
CORRUGATED STEEL PIPE.
EXISTING 450 DIA.HALF ROUND
SECTION
NOT TO SCALE --
2
SECTION
NOT TO SCALE --
3
SL81 MESH
50 MIN. (V
AR)
PROFILE
SF KERB
SL81 MESH FABRIC NOTES
CONSTRUCT GULLY PIT TO SUIT DIRECTION OF FLOW.3.
CONCRETE STRENGTH GRADE SHALL BE N25.2.
FLUSH WITH THE COMPACTED BATTER SURFACE.
TOP LIP OF HALF ROUND CORRUGATED STEEL PIPE TO BE INSTALLED1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005881
R0230-08 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PROVIDE DOUBLE BLOCKOUT PIECE.
OPEN GRADE AC
DIAMETER AS SPECIFIED.
UPVC SEWER GRADE PIPE.
130 130350
SHOULDER
SPRAYED SEAL
SPECIFIED
THICKNESS AS
SHOULDER
EXPANSON JOINT
FLOW
SH
OU
LD
ER
SHOULDER
POST
GUARDFENCE
KERB
EXPANSON JOINT
100
450
190
100
100
450
100 450
1200
100100
150
450
150
100
20
40
50
100
100130 200
350 2
00
130
1001000
90
40
MESH L8TM.
SURFACE.
IMPERMEABLE
A
--SURFACES SEE DETAIL
FOR TYPE OF WEARING
CONCRETE WEARING SURFACES.
CONCRETE OR ASPHALTIC
SUITABLE FOR DENSE CEMENT
SPRAYED SEAL WEARING SURFACE
OPEN GRADE AC WEARING SURFACE
MESH L8TM.
SECTION
NOT TO SCALE --
3DETAIL
NOT TO SCALE
A
--
3050
MESH L8TM.
SECTION
NOT TO SCALE --
1
PLAN
1
--
1
--
3
--
3
--2
--
2
--
APPROXIMATE HINGE POINT
SECTION
NOT TO SCALE --
2
SEE SECTION
NOTES
CONCRETE QUANTITY 0.4 m³.4.
DIRECTION.
CONSTRUCT GULLY PIT IN REVERSE WHEN FLOW IS IN OPPOSITE3.
MANUFACTURER.
PIPES TO BE JOINED USING SOLVENT RECOMMENDED BY
PIPE MANUFACTURER IN 6.0 LENGTHS.2.
300
225
150UPVC SEWER GRADE PIPE TO BE USED PIPE SIZES:1.
1
TYPE SF KERB (DYKE) INLET FOR UPVC BATTER DRAIN
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005882
R0230-09 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
technologystandards@rms.nsw.gov.au SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0230 STORMWATER DRAINAGE SERIES - BATTER DRAINS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
VARIOUS OUTLETS FOR UPVC BATTER DRAINS
100 MINIMUM
MASS CONCRETE
EMBANKM
ENT B
ATTE
R
UPVC PIPE
TO
E TO
E
EM
BA
NK
ME
NT.
OF
RUBBLE PROTECTION.
GRADED BANK.
OF
EM
BA
NK
ME
NT.
BATTER DRAIN LET INTO TOP OF PIPE
CULVERT AND JOINT GROUTED.
EMBANKMENT BAT
TER
UPVC PI
PE
CONCRETE PIPE CULVERT
TOP O
F E
MB
AN
KM
EN
T.
NATURAL SURFACE CONTOUR.
TOP OF E
MB
AN
KM
EN
T.
300 MINIMUM
A
--
& CONTAIN FLOW.
SHAPED TO TURN
CONCRETE DRAIN
CATCH DRAIN.
CONCRETE LINED
A
--
PLAN
SECTION
NOT TO SCALE --
1
ELBOW
45°
AT PIPE CULVERT
BATTER DRAIN OUTLET
NOTES
MORTAR OR POLYESTER RESIN MORTAR.
FILL GAP AROUND JOINT WITH AN EPOXY RESIN2.
AT MINIMUM 300 mm FROM END OF PIPE.
CUT APPROPRIATE HOLE IN TOP OF PIPE CULVERT1.
NOTES
ALL UPVC PIPE & FITTINGS TO BE SEWER GRADE.2.
BE EXPOSED TO DIRECT SUNLIGHT.
NO PART OF INSTALLED UPVC PIPE TO1.
INTO CONCRETE CATCH DRAIN
BATTER DRAIN OUTLET
PLAN
TO GRADED EARTH BANK
BATTER DRAIN OUTLET
NOTES
BANK SHOULD OUTLET TO UNDISTURBED AREA.3.
BANK TO BE RUBBLE PROTECTED FOR FIRST 3.0 m.2.
MAXIMUM GRADE OF BANK 1.5%.1.
DETAIL
NOT TO SCALE
A
--
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005883
R0230-10 -
ProjectWiseQRCodeLayer
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