a1 reinforcement details - transport for nsw

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

[email protected] 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



A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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


20.01.17

/DS2014_005875

R0230-02 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1


1


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


20.01.17

/DS2014_005876

R0230-03 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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


20.01.17

/DS2014_005877

R0230-04 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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


20.01.17

/DS2014_005878

R0230-05 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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.


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.





1

ISSUED

SFR


20.01.17

/DS2014_005879

R0230-06 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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.


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


450 DIA. HALF ROUND

PROFILE

SF KERB

PROFILE

SF KERB

50 MIN. (V

AR)

SL81 MESH FABRIC

CORRUGATED STEEL PIPE

TO SUIT HALF ROUND


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.





1

SF DYKE OUTLET WITH CORRUGATED BATTER DRAIN

ISSUED

SFR


20.01.17

/DS2014_005880

R0230-07 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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.


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


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.



1

ISSUED

SFR


20.01.17

/DS2014_005881

R0230-08 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

1

-


1


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


20.01.17

/DS2014_005882

R0230-09 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


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


20.01.17

/DS2014_005883

R0230-10 -


a1 reinforcement details - transport for nsw

Documents