R0210 Stormwater Drainage Series - Headwalls - all …...STANDARD DRAWING No. REV DATE AMENDMENT /...

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

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20

25

30

35

40

45

50m

m O

N A

3 SIZ

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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

R0210 STORMWATER DRAINAGE SERIES - HEADWALLS

EDMS No.STATUS

ISSUED

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

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

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

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

WITH CONCRETE APRON (2 TO 1 BATTER OR STEEPER)

1

--

1

--

SECTION

NOT TO SCALE --

1

ELEVATION

2

--

2

--

SECTION

NOT TO SCALE --

2

C E1 BARS

Ø100 WEEPHOLES

120°

W

A

W/2

S

M1

a

500

b

aEXPOSURE CLASSIFICATIONS B2 & C

PROVIDE DAMP PROOF MEMBRANE FOR

80 M1 MESH

aa

2 TO 1 OR S

TEEP

ER

E1 BARS

NOM COVER (SEE NOTE 1)

a

DIM

ENSIO

NS

D NOMINAL PIPE DIAMETER (mm)

L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

16.1 21.3 28.5 35.4 46.7 65.9

0.53 0.71 0.94 1.18 1.49 2.12 2.89

A

C

S

W

a

b

1 210 1 540

HEADWALL LENGTH 1 020 1 100 1 270 1 450

APRON WIDTH 1 080 1 330 1 620 1 870 2 140 2 670 3 230

WINGWALL LENGTH 1 040 1 400 1 780

150 150 150 150 150 150

1 055 1 135 1 215 1 385 1 565

4 4 4 4 4 4 4

5 140 5 460 5 820 6 140 9 660 10 340 11 060

STEEL REINFORCEMENT

CONCRETE N25 (SEE NOTE 1)

120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300

MARK SL81 SL81 SL81 SL81 SL81 SL81 SL81

L1

L2

(mm)

(mm)

(mm)

610 755 930

1 260 1 510 1 800 2 050 2 320 2 850 3 410

L3

No. REQ

270 415 590 735 900

1 075 1 240 1 550 1 880

175 260 360 445 540 720 910

2 2 2 2 2 2 2

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

770 850 940

885 965

89.9

REFERENCED DOCUMENTS:

NOTES

BEING LAPPED.

ONE FABRIC OVERLAP THE TWO OUTERMOST WIRES OF THE SHEET

MESH: LAPS SHALL BE MADE SO THAT THE TWO OUTERMOST WIRES OF4.

ALL STEEL BARS TO BE GRADE 400Y TO AS4671-2001.3.

OUTLET ONLY.

WEEPHOLES ARE TO BE PROVIDED AT 1800 CENTRES (MAXIMUM) AT2.

REINFORCEMENT AND FOR OTHER EXPOSURE CLASSIFICATIONS.

AS3600-2009, FOR CONCRETE STRENGTH GRADE, COVER TO

CLASSIFICATION A2. REFER TO RMS SPECIFICATION B80 AND

CONCRETE STRENGTH GRADES SHOWN ARE FOR EXPOSURE1.

CONCRETE HEADWALLS SINGLE CELL Ø300mm TO Ø900mm

1

SPECIFICATION B80 - CONCRETE WORK FOR BRIDGES

SPECIFICATION R11 - STORMWATER DRAINAGE

AS3600-2009 CONCRETE STRUCTURES

AS4671-2001 STEEL REINFORCING MATERIALS

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005788

R0210-01 -

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


AND TECHNOLOGY


2

--

1

--

C

2

--

ELEVATION

1

--

E1 BARS

Ø100 WEEPHOLES

120°

300W/2

A

W

SECTION

NOT TO SCALE --

1

PLAN

S

a

UNDERSIDE AND ENDS LINED WITH GEOTEXTILE

OUTLET PROTECTION 230 mm THICK ROCK MATTRESS

INLET PROTECTION 170 mm THICK ROCK MATTRESS

SECTION

NOT TO SCALE --

2

500

b

E1 BARS


a

2 TO 1 OR S

TEEP

ER

a

EXPOSURE CLASSIFICATIONS B2 & C


a

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

4.6 4.8 5.2 5.5 8.6 9.2 9.8

0.45 0.57 0.72 0.86 1.05 1.40 1.81

A

A APRON DEPTH AT OUTLET

C

S

W

a

b

APRON DEPTH AT INLET 2 000 2 000 2 000 2 000 2 000 3 000 3 000

2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 1 020 1 100 1 270 1 450

APRON WIDTH 1 600 1 850 2 150 2 400 2 700 3 200 3 750


150 150 150 150 150 150

1 055 1 135 1 215 1 385 1 565

4 4 4 4 4 4 4

5 140 5 460 5 820 6 140 9 660 10 340 11 060

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

770 850 940

885 965

ROCK MATERIALS NOTES


(2 TO 1 BATTER OR STEEPER)WITH ROCK MATTRESS PROTECTION 1

D


OUTLET ONLY.


EXPOSURE CLASSIFICATIONS.

STRENGTH GRADE, COVER TO REINFORCEMENT AND FOR OTHER

CLASSIFICATION A2. REFER TO AS3600-2009, SECTION 4 FOR CONCRETE






ISSUED

SFR


20.01.17

/DS2014_005789

R0210-02 -




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


AND TECHNOLOGY


REINFORCEMENT FOR 2 HEADWALLS

SHAPE MARKREQ'D

No.

A1

m

LENGTH

TOTAL

12

41 050 1 850 1 850 7.40 6.57

kg

MASS

mm

L1

mm

DIA

PIPE

mm

DIA

41 200 2 250 2 250 9.00 7.99

41 350 2 400 2 400 9.60 8.52

41 500 2 800 2 800 9.95

41 800 3 300 3 300

A2 12

A3 12

41 350 1 250 1 250 5.00 4.44

41 500 1 700 1 700 6.80 6.04

41 800 2 350 2 350 9.40 8.35

A4 12 41 800 1 750 1 750 7.00 6.22

A5 12

21 350 3.65 3.24

21 500 1 975 3.95 3.51

41 800 2 300 2 300 4.60 4.05

B1 12

41 050 3.80 3.37

41 200 1 000 1 300 5.20 4.62

41 350 1 000 4.00 3.55

41 500 1 100 1 400 5.60 4.97

41 800 1 100 1 400 5.60 4.97

B2 12

81 050 1 950 2 250

81 200 2 350 2 650

81 350 2 525 2 825

81 500 2 850 3 150

81 800 3 450 3 750

E1 12

41 050 1 200 2 700 9.59

41 200 1 350 2 850

41 350 1 575 3 075

41 500 1 750 3 250

41 800 2 100 3 600

E2 12

41 050 1 330 2 830

41 200 1 470 2 970

41 350 1 675 3 175

41 500 1 800 3 300

41 800 2 150 3 650

E3 12

21 050 1 600 5 800

21 200 1 750 6 550

21 350 1 950 7 350

21 500 2 250 8 250

21 800 2 600 9 800

Z1 12

41 050 1 330 5.32 4.72

81 200 1 350 9.59

81 350 1 450

81 500 1 650

81 800 1 650

Z2 12

81 050 1 490

81 200 1 650

81 350 1 000 1 750

81 500 1 950

81 800 1 000 2 000

Z3 12

81 050 1 010 1 760

81 200 1 200 1 950

81 350 1 300 2 050

81 500 1 200 2 200

81 800 1 250 2 250

Z4 12

81 050 1 320

81 200 1 500 2 250

81 350 1 575 2 350

81 500 1 500 2 500

81 800 1 600 2 600

Z5 1281 500 1 800 2 800

81 800 1 850 2 850

Z6 12 81 800 2 150 3 150

11.72

11.20

13.20

41 050 1 200 1 200 4.80 4.26

41 200 1 550 1 550 6.20 5.51

41 350 1 900 1 900 7.60 6.75

41 500 2 350 2 350 8.35

41 800 2 950 2 950 10.4811.80

9.40

1 825 1 825

1 975

650 950

700

18.00 15.98

21.20 18.83

22.60 20.08

25.20 22.38

30.00 26.64

10.80

11.40 10.12

12.30 10.92

13.00 11.54

14.40 12.79

11.32 10.05

11.88 10.55

12.70 11.28

13.20 11.72

14.60 12.96

11.60 10.30

13.10 11.63

14.70 13.05

16.50 14.65

19.60 17.40

580

600 10.80

700 11.60 10.30

650 13.20 11.72

650 13.20 11.72

740 11.92 10.58

900 13.20 11.72

14.00 12.43

950 15.60 13.85

16.00 14.21

14.08 12.50

15.60 13.85

16.40 14.56

17.60 15.63

18.00 15.98

2 070 16.56 14.71

18.00 15.98

18.60 16.52

20.00 17.76

20.80 18.47

22.40 19.89

22.80 20.25

25.20 22.38

L

L1

135°30

0

L1

750 750

135° 135°

L1

135° 135°

# 2 PIPE DIAMETRES

L1

380620#

# #

160

Ø1800 ONLY

Ø1500 AND#

mm

LENGTH

L

1 050 1 200 1 350 1 500 1 800

1 380 1 550 1 700 1 900 2 270

1 930 2 300 2 490 2 850 3 400

(mm)HEADWALL HEIGHTh

(mm)NOMINAL PIPE DIAMETERD

(mm)CURTAIN WALL DEPTHg

(mm)CURTAIN WALL WIDTHc

(mm)WINGWALL HEIGHTb

(mm)WINGWALL LENGTHW

(m)APRON WIDTHA

(m)APRON LENGTHS

(m²)CONC. IN 2 HEADWALLS

600 600 700 700 750

700 700 700 900 900

450 450 530 530 600

4.3 5.6 6.4 8.2 11.1

5.5 6.1 6.7 7.3 8.5

4.6 5.2 5.65 6.1 7.3

A

W

c

130

260

S

200 CURTAIN WALL

ROCK FILLED MATTRESS 230 mm THICK

3

--

3

--

SECTION

NOT TO SCALE --

1

PLAN

SECTION

NOT TO SCALE --

3

SECTION

NOT TO SCALE --

2

2

--

ELEVATION

2

--

1

--

1

--

OUTLET WHERE REQUIRED

SUBSURFACE DRAIN

Ø100 HOLE FOR

b260

CONCRETE THICKENING FOR 1.5Z, 2Z AND 3Z PIPES100 (MIN)

Z3

E1

260

E1

E2

gh

200

c

A5 E3

75

100 (MIN)

130

Z1

50

100

A1

Z2

A2

A3

A4

B1

Z3

Z4

Z5

Z6

B2

150

300c/c

B2

E1

E2

45°

A5

E3

D

NOTES

ALL BARS TO BE GRADE 400Y TO AS4671-2001.4.

CONCRETE GRADE N25.3.

OTHERWISE SHOWN.

CLEAR COVER TO OUTER FACE OF REINFORCEMENT 50 mm UNLESS2.


STRENGTH GRADES, COVER TO REINFORCEMENT AND FOR OTHER


CONCRETE STRENGTH GRADE SHOWN ARE FOR EXPOSURE1.

WITH ROCK MATTRESS PROTECTION(2 TO 1 BATTER OR STEEPER) 1

ISSUED

SFR


20.01.17

/DS2014_005791

R0210-03 -


must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

1

CONCRETE HEADWALLS DOUBLE CELL Ø300 mm TO Ø900 mm

1

--

1

--

2

--ELEVATION

2

--

E1 BARS

Ø100 WEEPHOLES

C

SECTION

NOT TO SCALE --

1

PLAN

W/2

S

A

120°

M1

W

a

E1 BARS


a

a

2 TO 1 OR S

TEEP

ER

SECTION

NOT TO SCALE --

2


PROVIDE DAMP PROOF MEMBRANE FORa

80

500

b

a

M1 MESH

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

25.0 33.1 44.1 54.6 70.3 99.2

0.76 1.02 1.34 1.66 2.07 2.92 3.96

A

C

S

W

a

b

1 210 1 540

HEADWALL LENGTH 1 440 1 600 1 780 1 940 2 100 2 440 2 800

APRON WIDTH 1 750 2 080 2 460 2 790 3 140 3 840 4 580


150 150 150 150 150 150

1 555 1 715 1 895 2 055 2 215 2 555 2 915

4 4 4 4 4 4 4

7 820 8 460 9 180 9 820 13 660 15 020 16 460

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

610 755 930

1 930 2 260 2 640 2 970 3 320 4 020 4 760

L3

No. REQ

270 415 590 735 900

1 075 1 240 1 550 1 880

175 260 360 445 540 720 910

2 2 2 2 2 2 2

135.5

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

D


NOTES

WITH CONCRETE APRON (2 TO 1 BATTER OR STEEPER) 1

1





ISSUED

SFR


20.01.17

/DS2014_005792

R0210-04 1

SPACING FOR MULTIPLE PIPES AS SPECIFIED IN R0240-01.5.

BEING LAPPED.




OUTLET ONLY.






9/10/17 SFRAdded Watermark


must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

--

2

--

2

--

ELEVATION

D

C E1 BARS

Ø100 WEEPHOLES

1

--

W

300

W/2

A

S

a

SECTION

NOT TO SCALE --

1

PLANUNDERSIDE AND ENDS LINED WITH GEOTEXTILE



120°

500

b



SECTION

NOT TO SCALE --

2

a

a

2 TO 1 OR S

TEEP

ER


a

E1 BARS

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

6.9 7.5 8.2 8.7 12.1 13.3 14.6

0.63 0.79 0.97 1.14 1.36 1.78 2.25

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 1 440 1 600 1 780 1 940 2 100 2 440 2 800

APRON WIDTH 2 300 2 600 3 000 3 300 3 700 4 400 5 100


150 150 150 150 150 150

1 555 1 715 1 895 2 055 2 215 2 555 2 915

4 4 4 4 4 4 4

7 820 8 460 9 180 9 820 13 660 15 020 16 460

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR


NOTES

WITH ROCK MATTRESS PROTECTION (2 TO 1 BATTER OR STEEPER) 1

1




ISSUED

SFR


20.01.17

/DS2014_005793

R0210-05 1



OUTLET ONLY.






Added Watermark9/10/17 SFR


must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

CONCRETE HEADWALLS DOUBLE CELL Ø1050 mm TO Ø1800 m


SHAPE MARKREQ'D

No.

A1

m

LENGTH

TOTAL

12

41 050 1 850 1 850 7.40 6.57

kg

MASS

mm

L1

mm

DIA

PIPE

mm

DIA

41 200 2 250 2 250 9.00 7.99

41 350 2 400 2 400 9.60 8.52

41 500 2 800 2 800 9.95

41 800 3 300 3 300

A2 12

A3 12

41 350 1 250 1 250 5.00 4.44

41 500 1 700 1 700 6.80 6.04

41 800 2 350 2 350 9.40 8.35

A4 12 41 800 1 750 1 750 7.00 6.22

A5 12

21 350 8.60 7.64

21 500 4 750 9.50 8.44

21 800 5 400 8.95

B1 12

41 050 3.80 3.37

41 200 1 000 1 300 5.20 4.62

41 350 1 000 4.00 3.55

41 500 1 100 1 400 5.60 4.97

41 800 1 100 1 400 5.60 4.97

B2 12

81 050 1 950 2 250

81 350 2 525 2 825

81 500 2 850 3 150

81 800 3 450 3 750

E1 12

41 050 3 500

41 200

41 350 4 200 5 700

41 500

41 800

E2 12

41 050

41 200

41 350 5 800

41 500

41 800

E3 12

21 050

21 200

21 350

21 500 5 000 11 000

21 800 12 350

Z1 12

41 050 5.36 4.76

81 200 9.66

81 350 1 450

81 500 1 650

81 800 1 650

Z2 12

81 050

81 200 1 650

81 350 1 000 1 750

81 500 1 950

81 800 1 000 2 000

Z3 12

81 050 1 010

81 200 1 200 1 950

81 350 1 300 2 050

81 500 1 200 2 200

81 800 1 250 2 250

Z4 12

81 050 1 320

81 200 1 500 2 250

81 350 1 575 2 350

81 500 1 500 2 500

81 800 1 600 2 600

Z5 1281 500 1 800 2 800

81 800 1 850 2 850

Z6 12 81 800 2 150 3 150

11.72

11.20

13.20

41 050 1 200 1 200 4.80 4.26

41 200 1 550 1 550 6.20 5.51

41 350 1 900 1 900 7.60 6.75

41 500 2 350 2 350 8.35

41 800 2 950 2 950 10.4811.80

9.40

4 300

650 950

700

18.00 15.98

22.60 20.08

25.20 22.38

30.00 26.64

20.00

21.20 18.83

22.80 20.25

24.20 21.49

26.70 23.71

20.52 18.22

21.68 19.25

23.20 20.60

24.40 21.67

26.90 23.89

16.20 14.39

17.96 15.95

19.80 17.58

22.00 19.54

24.70 21.93

580

600 10.88

700 11.60 10.30

650 13.20 11.72

650 13.20 11.72

740 12.16 10.58

900 13.20 11.72

14.00 12.43

950 15.60 13.85

16.00 14.21

14.32 12.72

15.60 13.85

16.40 14.56

17.60 15.63

18.00 15.98

16.80 14.92

18.00 15.98

18.60 16.52

20.00 17.76

20.80 18.47

22.40 19.89

22.80 20.25

25.20 22.38

L

L1

135°30

0

L1

750 750

135° 135°

L1

135° 135°

# 2 PIPE DIAMETRES

L1

380620#

# #

160

Ø1800 ONLY

Ø1500 AND#

mm

LENGTH

L

1 050 1 200 1 350 1 500 1 800

1 380 1 550 1 700 1 900 2 270

1 930 2 300 2 490 2 850 3 400







(m)APRON WIDTHA

(m)APRON LENGTHS


600 600 700 700 750

700 700 700 900 900

450 450 530 530 600

6.0 8.2 9.3 11.8 14.9

5.5 6.1 6.7 7.3 8.5

6.89 7.66 8.27 8.88 10.41

4 300

4 750

5 400 10.08

5 000 17.76

3 800 5 300

4 550 6 050

5 175 6 675

3 630 5 130

3 920 5 420

4 300

4 600 6 100

5 225 6 725

3 900 8 100

4 180 8 980

4 500 9 900

81 200 2 350 2 650 21.20 18.83

5 150

1 340

1 360

1 520

1 790

2 100

1

--

2

--

100 (MIN)CONCRETE THICKENING FOR 1.5Z, 2Z AND 3Z PIPES

D

1

--

b260


SUBSURFACE DRAIN

Ø100 HOLE FOR

2

--

ELEVATION

SECTION

NOT TO SCALE --

3

Z3

E1

3

--

3

--

200 CURTAIN WALL

A

E1

E2

S

SECTION

NOT TO SCALE --

1

PLAN


45°

A5

W

B2

Z1

50

100

A1

Z2

A2

A3

A4

B1

Z3

Z4

Z5

Z6

B2

150

300c/c

E3

130

260

c

gh

E1

E2

260

130

c

75

100 (MIN)

A5 E3

SECTION

NOT TO SCALE --

2

200

NOTES


1

ISSUED

SFR


20.01.17

/DS2014_005794

R0210-06 1




OTHERWISE SHOWN.


CLASSIFICATIONS.

GRADE, COVER TO REINFORCEMENT AND FOR OTHER EXPOSURE

CLASSIFICATION A2. REFER TO AS3600-2009, FOR CONCRETE STRENGTH




must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

CONCRETE HEADWALLS TRIPLE CELL Ø300 mm TO Ø900 mm


1

--

1

--

2

--ELEVATION

2

--

E1 BARS

Ø100 WEEPHOLES

C

SECTION

NOT TO SCALE --

1

PLAN

W/2

S

A M1

W

a

E1 BARS


a

a

2 TO 1 OR S

TEEP

ER

SECTION

NOT TO SCALE --

2



80

500

b

a

M1 MESH

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

34.6 44.9 59.6 73.8 93.8

1.02 1.33 1.74 2.14 2.65 3.72 5.03

A

C

S

W

a

b

1 210 1 540

HEADWALL LENGTH 2 110 2 350 2 620 2 860 3 100 3 610 4 150

APRON WIDTH 2 480 2 830 3 300 3 710 4 140 5 010 5 930


150 150 150 150 150 150

2 225 2 465 2 735 2 975 3 215 3 725 4 265

4 4 4 4 4 4 4

10 500 11 460 12 540 13 500 17 660 19 700 21 860

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

610 755 930

2 660 3 010 3 480 3 890 4 320 5 190 6 110

L3

No. REQ

270 415 590 735 900

1 075 1 240 1 550 1 880

175 260 360 445 540 720 910

2 2 2 2 2 2 2

181.2

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

D

120°

132.6


NOTES

1

1





ISSUED

SFR


20.01.17

/DS2014_005795

R0210-07 1


BEING LAPPED.


MESH LAPS SHALL BE MADE SO THAT THE TWO OUTERMOST WIRES OF4.


OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

--

2

--

2

--

ELEVATION

C E1 BARS

Ø100 WEEPHOLES

1

--

W

300

W/2

A

S

a

SECTION

NOT TO SCALE --

1




500

b



SECTION

NOT TO SCALE --

2

a

a

2 TO 1 OR S

TEEP

ER


a

E1 BARS

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

9.3 10.2 11.1 12.0 15.7 17.5 19.4

0.84 1.01 1.22 1.42 1.67 2.15 2.70

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 2 110 2 350 2 620 2 860 3 100 3 610 4 150

APRON WIDTH 2 950 3 350 3 850 4 250 4 700 5 550 6 450


150 150 150 150 150 150

2 225 2 465 2 735 2 975 3 215 3 725 4 265

4 4 4 4 4 4 4

10 500 11 460 12 540 13 500 17 660 19 700 21 860

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

120°

D


NOTES


1




ISSUED

SFR


20.01.17

/DS2014_005796

R0210-08 1



OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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



SHAPE MARKREQ'D

No.

A1

m

LENGTH

TOTAL

12

41 050 1 850 1 850 7.40 6.57

kg

MASS

mm

L1

mm

DIA

PIPE

mm

DIA

41 200 2 250 2 250 9.00 7.99

41 350 2 400 2 400 9.60 8.52

41 500 2 800 2 800 9.95

41 800 3 300 3 300

A2 12

A3 12

41 350 1 250 1 250 5.00 4.44

41 500 1 700 1 700 6.80 6.04

41 800 2 350 2 350 9.40 8.35

A4 12 41 800 1 750 1 750 7.00 6.22

A5 12

21 350

21 500 7 530

21 800 8 520

B1 12

41 050 3.80 3.37

41 200 1 000 1 300 5.20 4.62

41 350 1 000 4.00 3.55

41 500 1 100 1 400 5.60 4.97

41 800 1 100 1 400 5.60 4.97

B2 12

81 050 1 950 2 250

81 350 2 525 2 825

81 500 2 850 3 150

81 800 3 450 3 750

E1 12

41 050

41 200

41 350

41 500

41 800

E2 12

41 050

41 200

41 350 8 470

41 500

41 800

E3 12

21 050

21 200

21 350

21 500 13 810

21 800 15 500

Z1 12

41 050 5.36 4.76

81 200 9.66

81 350 1 450

81 500 1 650

81 800 1 650

Z2 12

81 050

81 200 1 650

81 350 1 000 1 750

81 500 1 950

81 800 1 000 2 000

Z3 12

81 050 1 010

81 200 1 200 1 950

81 350 1 300 2 050

81 500 1 200 2 200

81 800 1 250 2 250

Z4 12

81 050 1 320

81 200 1 500 2 250

81 350 1 575 2 350

81 500 1 500 2 500

81 800 1 600 2 600

Z5 1281 500 1 800 2 800

81 800 1 850 2 850

Z6 12 81 800 2 150 3 150

11.72

11.20

13.20

41 050 1 200 1 200 4.80 4.26

41 200 1 550 1 550 6.20 5.51

41 350 1 900 1 900 7.60 6.75

41 500 2 350 2 350 8.35

41 800 2 950 2 950 10.4811.80

9.40

650 950

700

18.00 15.98

22.60 20.08

25.20 22.38

30.00 26.64

29.20

31.00 27.53

33.28 29.55

35.32 31.36

39.12 34.74

30.00 26.64

31.80 28.24

33.88 30.09

35.72 31.72

39.28 34.88

20.82 18.49

22.98 20.41

25.20 22.38

27.62 24.53

31.00 27.53

580

600 10.88

700 11.60 10.30

650 13.20 11.72

650 13.20 11.72

740 12.16 10.58

900 13.20 11.72

14.00 12.43

950 15.60 13.85

16.00 14.21

14.32 12.72

15.60 13.85

16.40 14.56

17.60 15.63

18.00 15.98

16.80 14.92

18.00 15.98

18.60 16.52

20.00 17.76

20.80 18.47

22.40 19.89

22.80 20.25

25.20 22.38

L

L1

135°30

0

L1

750 750

135° 135°

L1

135° 135°

# 2 PIPE DIAMETRES

L1

380620#

# #

160

Ø1800 ONLY

Ø1500 AND#

mm

LENGTH

L

1 050 1 200 1 350 1 500 1 800

1 380 1 550 1 700 1 900 2 270

1 930 2 300 2 490 2 850 3 400







(m)APRON WIDTHA

(m)APRON LENGTHS


600 600 700 700 750

700 700 700 900 900

450 450 530 530 600

8.0 10.5 11.9 14.7 18.4

5.5 6.1 6.7 7.3 8.5

8.8 9.8 10.5 11.6

7 530

17.04

25.93

8 830

8 280

7 500

7 950

6 970

8 930

8 320 9 820

10 410

6 690 11 490

12 600

81 200 2 350 2 650 21.20 18.83

8 300

1 340

1 360

1 520

1 790

2 100

1

--

2

--


D

1

--

b260


SUBSURFACE DRAIN

Ø100 HOLE FOR

2

--

ELEVATION

SECTION

NOT TO SCALE --

3

Z3

E1

3

--

3

--

200 CURTAIN WALL

A

E1

E2

S

SECTION

NOT TO SCALE --

1

PLAN


45°

A5

W

B2

Z1

50

100

A1

Z2

A2

A3

A4

B1

Z3

Z4

Z5

Z6

B2

150

300c/c

E3

130

260

c

gh

E1

E2

260

130

c

75

100 (MIN)

A5 E3

SECTION

NOT TO SCALE --

2

13.3

7 080 7 080 14.16 17.57

15.06 13.35

8 520 15.04

5 800 7 300

6 250 7 750

6 820 8 320

7 330

9 780

6 000

6 450

7 430

6 210

7 200

7 810

200

NOTES


1

ISSUED

SFR


20.01.17

/DS2014_005797

R0210-09 1




OTHERWISE SHOWN.


CLASSIFICATIONS.






must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

1

CONCRETE HEADWALLS FOUR CELL Ø300 mm TO Ø900 mm


1

--

1

--

2

--ELEVATION

2

--

E1 BARS

Ø100 WEEPHOLES

C

SECTION

NOT TO SCALE --

1

PLAN

W/2

S

A M1

W

a

E1 BARS


a

a

2 TO 1 OR S

TEEP

ER

SECTION

NOT TO SCALE --

2



80

500

b

a

M1 MESH

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

43.0 56.7 75.2 93.0

1.23 1.64 2.14 2.63 3.23 4.52 6.10

A

C

S

W

a

b

1 210 1 540

HEADWALL LENGTH 2 680 3 100 3 460 3 780 4 100 4 780 5 500

APRON WIDTH 3 090 3 580 4 140 4 630 5 140 6 180 7 280


150 150 150 150 150 150

2 895 3 215 3 575 3 895 4 215 4 895 5 615

4 4 4 4 4 4 4

13 180 14 460 15 900 17 180 21 660 24 380 27 260

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

610 755 930

3 270 3 760 4 320 4 810 5 320 6 360 7 460

L3

No. REQ

270 415 590 735 900

1 075 1 240 1 550 1 880

175 260 360 445 540 720 910

2 2 2 2 2 2 2

226.9

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

D

120°

166.0117.3


NOTES

1

1





ISSUED

SFR


20.01.17

/DS2014_005798

R0210-10 1


BEING LAPPED.




OUTLET ONLY.






9/10/17 SFRAdded Watermark9/10/17 SFRAdded Watermark


must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

--

2

--

2

--

ELEVATION

C E1 BARS

Ø100 WEEPHOLES

1

--

W

300

W/2

A

S

a

SECTION

NOT TO SCALE --

1




500

b



SECTION

NOT TO SCALE --

2

a

a

2 TO 1 OR S

TEEP

ER


a

E1 BARS

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

11.7 12.8 14.1 15.3 19.2 21.6 24.2

1.00 1.23 1.47 1.70 1.98 2.53 3.15

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 2 680 3 100 3 460 3 780 4 100 4 780 5 500

APRON WIDTH 3 500 4 100 4 650 5 150 5 700 6 700 7 800


150 150 150 150 150 150

2 895 3 215 3 575 3 895 4 215 4 895 5 615

4 4 4 4 4 4 4

13 180 14 460 15 900 17 180 21 660 24 380 27 260

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

120°

D


NOTES


1




ISSUED

SFR


20.01.17

/DS2014_005799

R0210-11 1



OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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



SHAPE MARKREQ'D

No.

A1

m

LENGTH

TOTAL

12

41 050 1 850 1 850 7.40 6.57

kg

MASS

mm

L1

mm

DIA

PIPE

mm

DIA

41 200 2 250 2 250 9.00 7.99

41 350 2 400 2 400 9.60 8.52

41 500 2 800 2 800 9.95

41 800 3 300 3 300

A2 12

A3 12

41 350 1 250 1 250 5.00 4.44

41 500 1 700 1 700 6.80 6.04

41 800 2 350 2 350 9.40 8.35

A4 12 41 800 1 750 1 750 7.00 6.22

A5 12

21 350

21 500 10 310

21 800 11 660

B1 12

41 050 3.80 3.37

41 200 1 000 1 300 5.20 4.62

41 350 1 000 4.00 3.55

41 500 1 100 1 400 5.60 4.97

41 800 1 100 1 400 5.60 4.97

B2 12

81 050 1 950 2 250

81 350 2 525 2 825

81 500 2 850 3 150

81 800 3 450 3 750

E1 12

41 050

41 200

41 350

41 500

41 800

E2 12

41 050

41 200

41 350 11 100

41 500

41 800

E3 12

21 050

21 200

21 350

21 500 16 580

21 800 19 100

Z1 12

41 050 5.36 4.76

81 200 9.66

81 350 1 450

81 500 1 650

81 800 1 650

Z2 12

81 050

81 200 1 650

81 350 1 000 1 750

81 500 1 950

81 800 1 000 2 000

Z3 12

81 050 1 010

81 200 1 200 1 950

81 350 1 300 2 050

81 500 1 200 2 200

81 800 1 250 2 250

Z4 12

81 050 1 320

81 200 1 500 2 250

81 350 1 575 2 350

81 500 1 500 2 500

81 800 1 600 2 600

Z5 1281 500 1 800 2 800

81 800 1 850 2 850

Z6 12 81 800 2 150 3 150

11.72

11.20

13.20

41 050 1 200 1 200 4.80 4.26

41 200 1 550 1 550 6.20 5.51

41 350 1 900 1 900 7.60 6.75

41 500 2 350 2 350 8.35

41 800 2 950 2 950 10.4811.80

9.40

650 950

700

18.00 15.98

22.60 20.08

25.20 22.38

30.00 26.64

38.30

40.96 36.37

43.60 38.72

46.00 40.85

51.30 45.55

39.10 34.72

41.76 37.08

44.40 39.43

46.80 41.56

52.10 46.26

25.40 22.56

27.94 24.81

30.45 27.04

33.16 29.45

38.20 33.92

580

600 10.88

700 11.60 10.30

650 13.20 11.72

650 13.20 11.72

740 12.16

900 13.20 11.72

14.00 12.43

950 15.60 13.85

16.00 14.21

14.32 12.72

15.60 13.85

16.40 14.56

17.60 15.63

18.00 15.98

16.80 14.92

18.00 15.98

18.60 16.52

20.00 17.76

20.80 18.47

22.40 19.89

22.80 20.25

25.20 22.38

L

L1

135°30

0

L1

750 750

135° 135°

L1

135° 135°

# 2 PIPE DIAMETRES

L1

380620#

# #

160

Ø1800 ONLY

Ø1500 AND#

mm

LENGTH

L

1 050 1 200 1 350 1 500 1 800

1 380 1 550 1 700 1 900 2 270

1 930 2 300 2 490 2 850 3 400







(m)APRON WIDTHA

(m)APRON LENGTHS


600 600 700 700 750

700 700 700 900 900

450 450 530 530 600

10.2 13.0 14.7 17.9 22.4

5.5 6.1 6.7 7.3 8.5

11.5 12.6 13.5 14.4

10 310

23.32

34.01

11 500

11 325

9 775

10 440

9 600

11 700

11 525 13 025

12 700

13 970

15 225

81 200 2 350 2 650 21.20 18.83

11 900

1 340

1 360

1 520

1 790

2 100

1

--

2

--


D

1

--

b260


SUBSURFACE DRAIN

Ø100 HOLE FOR

2

--

ELEVATION

SECTION

NOT TO SCALE --

3

Z3

E1

3

--

3

--

200 CURTAIN WALL

A

E1

E2

S

SECTION

NOT TO SCALE --

1

PLAN


45°

A5

W

B2

Z1

50

100

A1

Z2

A2

A3

A4

B1

Z3

Z4

Z5

Z6

B2

150

300c/c

E3

130

260

c

gh

E1

E2

260

130

c

75

100 (MIN)

A5 E3

SECTION

NOT TO SCALE --

2

16.6

9 860 19.72 17.51

20.62 18.31

11 660 20.71

9 575

10 240

10 900

10 000

12 825

8 940

10 200

9 825

10 580

200

9 860

8 075

8 740

9 400

8 275

8 500

9 170

10.58

NOTES


1

ISSUED

SFR


20.01.17

/DS2014_005800

R0210-12 1




OTHERWISE SHOWN.


CLASSIFICATIONS.






must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

CONCRETE HEADWALLS FIVE CELL Ø300 mm TO Ø900 mm

1

--

1

--

2

--ELEVATION

2

--

E1 BARS

Ø100 WEEPHOLES

C

SECTION

NOT TO SCALE --

1

PLAN

W/2

S

A M1

W

a

E1 BARS


a

a

2 TO 1 OR S

TEEP

ER

SECTION

NOT TO SCALE --

2



80

500

b

a

M1 MESH

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

51.9 68.5 90.8

1.48 1.96 2.54 3.11 3.81 5.32 7.17

A

C

S

W

a

b

1 210 1 540

HEADWALL LENGTH 3 350 3 850 4 300 4 700 5 100 5 950 6 850

APRON WIDTH 3 760 4 330 4 980 5 550 6 140 7 350 8 630


150 150 150 150 150 150

3 565 3 965 4 415 4 815 5 215 6 065 6 965

4 4 4 4 4 4 4

15 860 17 460 19 260 20 860 25 660 29 060 32 660

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

610 755 930

3 940 4 510 5 160 5 730 6 320 7 530 8 810

L3

No. REQ

270 415 590 735 900

1 075 1 240 1 550 1 880

175 260 360 445 540 720 910

2 2 2 2 2 2 2

272.6

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

D

120°

199.4140.9112.2


NOTES

WITH CONCRETE APRON PROTECTION (2 TO 1 BATTER OR STEEPER) 1

1





ISSUED

SFR


20.01.17

/DS2014_005801

R0210-13 1


BEING LAPPED.




OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

--

2

--

2

--

ELEVATION

C E1 BARS

Ø100 WEEPHOLES

1

--

W

300

W/2

A

S

a

SECTION

NOT TO SCALE --

1




500

b



SECTION

NOT TO SCALE --

2

a

a

2 TO 1 OR S

TEEP

ER


a

E1 BARS

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

310 480 680 850

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

14.1 15.5 17.1 18.5 22.8 25.8 29.0

1.19 1.45 1.72 1.98 2.29 2.90 3.59

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 3 350 3 850 4 300 4 700 5 100 5 950 6 850

APRON WIDTH 4 200 4 850 5 500 6 100 6 700 7 900 9 150


150 150 150 150 150 150

3 565 3 965 4 415 4 815 5 215 6 065 6 965

4 4 4 4 4 4 4

15 860 17 460 19 260 20 860 25 660 29 060 32 660

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

120°

D


NOTES


1




ISSUED

SFR


20.01.17

/DS2014_005802

R0210-14 1



OUTLET ONLY.










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

CONCRETE HEADWALLS SINGLE CELL Ø300 mm TO Ø900 mm

WITH CONCRETE APRON (3 TO 1 BATTER OR FLATTER)

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

18.5 26.3 36.9 48.0 64.1 97.7

0.64 0.91 1.27 1.63 2.10 3.10 4.33

A

C

S

W

a

b

1 830 2 320

HEADWALL LENGTH 1 020 1 100 1 270 1 450

APRON WIDTH 1 240 1 580 1 960 2 300 2 660 3 380 4 130


150 150 150 150 150 150

1 055 1 135 1 215 1 385 1 565

4 4 4 4 4 4 4

5 140 5 460 5 820 6 140 9 660 10 340 11 060

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

745 970

1 420 1 760 2 140 2 480 2 840 3 560 4 310

L3

No. REQ

405 630 885

1 450 1 690 2 210 2 660

255 385 530 660 800

2 2 2 2 2 2 2

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

770 850 940

885 965

1 110 1 350

1 020 1 280

1 225

1 075 1 360

136.2

C

2

--

1

--

ELEVATION

2

--

1

--

E1 BARS

Ø100 WEEPHOLES

S

W/2

A

W

M1

120°

a

3 TO 1 OR F

LATTER

a

a


E1 BARS

a

M1 MESH

80



SECTION

NOT TO SCALE --

2

500

ba

SECTION

NOT TO SCALE --

1

PLAN


NOTES

1





ISSUED

SFR


20.01.17

/DS2014_005803

R0210-15 -


BEING LAPPED.




OUTLET ONLY.









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

CONCRETE HEADWALLS SINGLE CELL Ø300 mm TO Ø900 mm

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

4.6 4.8 5.2 5.5 8.6 9.2 9.8

0.52 0.68 0.88 1.07 1.34 1.83 2.39

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 1 020 1 100 1 270 1 450

APRON WIDTH 1 800 2 100 2 500 2 850 3 200 3 900 4 650


150 150 150 150 150 150

1 055 1 135 1 215 1 385 1 565

4 4 4 4 4 4 4

5 140 5 460 5 820 6 140 9 660 10 340 11 060

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

770 850 940

885 965

1 020 1 280

2

--

C

1

--

1

--

E1 BARS

Ø100 WEEPHOLES

2

--

ELEVATION

D

W

W/2

S

SECTION

NOT TO SCALE --

1

PLAN




A

300 a

3 TO 1 OR F

LATTER

a


a

E1 BARS

SECTION

NOT TO SCALE --

2



ROCK MATERIALS500

b

a

120°

NOTES


WITH ROCK MATTRESS PROTECTION (3 TO 1 BATTER OR FLATTER) 1


OUTLET ONLY.










ISSUED

SFR


20.01.17

/DS2014_005805

R0210-16 -


must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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


WITH CONCRETE APRON (3 TO 1 BATTER OR FLATTER)DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

29.0 40.7 56.5 72.7 94.9

0.90 1.27 1.74 2.21 2.81 4.12 5.72

A

C

S

W

a

b

1 830 2 320

HEADWALL LENGTH 1 440 1 600 1 780 1 940 2 100 2 440 2 800

APRON WIDTH 1 910 2 330 2 800 3 220 3 660 4 550 5 480


150 150 150 150 150 150

1 555 1 715 1 895 2 055 2 215 2 555 2 915

4 4 4 4 4 4 4

7 820 8 460 9 180 9 820 13 660 15 020 16 460

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

745 970

2 090 2 510 2 980 3 400 3 840 4 730 5 660

L3

No. REQ

405 630 885

1 450 1 690 2 210 2 660

255 385 530 660 800

2 2 2 2 2 2 2

198.9

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

1 110 1 350

1 020 1 280

1 225

1 075 1 360

143.5

2

--

C

1

--

2

--ELEVATION

E1 BARS

Ø100 WEEPHOLES

1

--

D

W

SECTION

NOT TO SCALE --

1

PLAN

W/2

S

A

M1

120°

a

3 TO 1 OR F

LATTER

500

b

a

E1 BARSNOM COVER (SEE NOTE 1)

a

a

80M1 MESH



a


NOTES

1

1





ISSUED

SFR


20.01.17

/DS2014_005806

R0210-17 1


BEING LAPPED.




OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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

DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

6.9 7.5 8.2 8.7 12.1 13.3 14.6

0.70 0.90 1.13 1.36 1.65 2.20 2.84

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 1 440 1 600 1 780 1 940 2 100 2 440 2 800

APRON WIDTH 2 450 2 850 3 350 3 750 4 200 5 100 6 000


150 150 150 150 150 150

1 555 1 715 1 895 2 055 2 215 2 555 2 915

4 4 4 4 4 4 4

7 820 8 460 9 180 9 820 13 660 15 020 16 460

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

1 020 1 280

2

--ELEVATION

2

--

C

1

--

1

--

E1 BARS

Ø100 WEEPHOLES




A

S

W/2

SECTION

NOT TO SCALE --

1

PLAN

W

300

120°

a

3 TO 1 OR F

LATTER


a

aE1 BARS

a



SECTION

NOT TO SCALE --

2

500

b


NOTES


WITH ROCK MATTRESS PROTECTION(3 TO 1 BATTER OR FLATTER) 1

1




ISSUED

SFR


20.01.17

/DS2014_005807

R0210-18 1



OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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



ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

39.4 55.1 76.1 97.5

1.19 1.64 2.21 2.80 3.53 5.14 7.11

A

C

S

W

a

b

1 830 2 320

HEADWALL LENGTH 2 110 2 350 2 620 2 860 3 100 3 610 4 150

APRON WIDTH 2 580 3 080 3 640 4 140 4 660 5 720 6 830


150 150 150 150 150 150

2 225 2 465 2 735 2 975 3 215 3 725 4 265

4 4 4 4 4 4 4

10 500 11 460 12 540 13 500 17 660 19 700 21 860

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

745 970

2 760 3 260 3 820 4 320 4 840 5 900 7 010

L3

No. REQ

405 630 885

1 450 1 690 2 210 2 660

255 385 530 660 800

2 2 2 2 2 2 2

261.6

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

189.3125.7

1 110 1 350

1 020 1 280

1 225

1 075 1 360

2

--

C

2

--ELEVATION

1

--

D

1

--

E1 BARS

Ø100 WEEPHOLES

W

W/2

S

SECTION

NOT TO SCALE --

1

PLAN

a

120°

M1

500

b

E1 BARS


a

a

3 TO 1 OR F

LATTER

a

M1 MESH80



SECTION

NOT TO SCALE --

2

a


NOTES

1

1





ISSUED

SFR


20.01.17

/DS2014_005808

R0210-19 1


BEING LAPPED.




OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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


DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

9.3 10.2 11.1 12.0 15.7 17.5 19.4

0.91 1.12 1.38 1.64 1.96 2.58 3.29

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 2 110 2 350 2 620 2 860 3 100 3 610 4 150

APRON WIDTH 3 100 3 600 4 150 4 650 5 200 6 250 7 350


150 150 150 150 150 150

2 225 2 465 2 735 2 975 3 215 3 725 4 265

4 4 4 4 4 4 4

10 500 11 460 12 540 13 500 17 660 19 700 21 860

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

1 020 1 280C

2

--

2

--

ELEVATION

D

1

--

1

--

E1 BARS

Ø100 WEEPHOLES




W/2

300

W

A

120°

a

S

SECTION

NOT TO SCALE --

1

PLAN

3 TO 1 OR F

LATTER


a

a

E1 BARS



SECTION

NOT TO SCALE --

2

a

500

b


NOTES

WITH ROCK MATTRESS PROTECTION(3 TO 1 BATTER OR FLATTER) 1

1




ISSUED

SFR


20.01.17

/DS2014_005809

R0210-20 1



OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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



ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

48.6 69.5 95.6

1.42 2.00 2.69 3.39 4.25 6.16 8.49

A

C

S

W

a

b

1 830 2 320

HEADWALL LENGTH 2 680 3 100 3 460 3 780 4 100 4 780 5 500

APRON WIDTH 3 150 3 830 4 480 5 060 5 660 6 890 8 180


150 150 150 150 150 150

2 895 3 215 3 575 3 895 4 215 4 895 5 615

4 4 4 4 4 4 4

13 180 14 460 15 900 17 180 21 660 24 380 27 260

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

745 970

3 330 4 010 4 660 5 240 5 840 7 070 8 360

L3

No. REQ

405 630 885

1 450 1 690 2 210 2 660

255 385 530 660 800

2 2 2 2 2 2 2

324.2

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

235.1180.6

1 110 1 350

1 020 1 280

1 225

1 075 1 360

122.3

C

1

--

2

--

D

1

--

2

--ELEVATION

E1 BARS

Ø100 WEEPHOLES

M1

A

W/2

W

SECTION

NOT TO SCALE --

1

PLAN

S

a

120°

500

b

a

80

a



M1 MESH

SECTION

NOT TO SCALE --

2

a

E1 BARS

a

3 TO 1 OR F

LATTER



NOTES

1

1





ISSUED

SFR


20.01.17

/DS2014_005810

R0210-21 1


BEING LAPPED.




OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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


DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

11.7 12.8 14.1 15.3 19.2 21.7 24.2

1.07 1.34 1.63 1.92 2.27 2.95 3.73

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 2 680 3 100 3 460 3 780 4 100 4 780 5 500

APRON WIDTH 3 750 4 350 5 000 5 600 6 200 7 450 8 700


150 150 150 150 150 150

2 895 3 215 3 575 3 895 4 215 4 895 5 615

4 4 4 4 4 4 4

13 180 14 460 15 900 17 180 21 660 24 380 27 260

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

1 020 1 280C

2

--

2

--

ELEVATION

D

1

--

1

--

E1 BARS

Ø100 WEEPHOLES




W/2

300

W

A

120°

a

S

SECTION

NOT TO SCALE --

1

PLAN

3 TO 1 OR F

LATTER


a

a

E1 BARS



SECTION

NOT TO SCALE --

2

a

500

b


NOTES


1




ISSUED

SFR


20.01.17

/DS2014_005811

R0210-22 1



OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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



ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

59.0 83.9

1.70 2.36 3.16 3.98 4.96 7.18 9.88

A

C

S

W

a

b

1 830 2 320

HEADWALL LENGTH 3 350 3 850 4 300 4 700 5 100 5 950 6 850

APRON WIDTH 3 820 4 580 5 320 5 980 6 660 8 060 9 530


150 150 150 150 150 150

3 565 3 965 4 415 4 815 5 215 6 065 6 965

4 4 4 4 4 4 4

15 860 17 460 19 260 20 860 25 660 29 060 32 660

STEEL REINFORCEMENT


120°

L1

L2

Ø12 mm

E1 BAR

M1 MESH

L1

L2L3300


L1

L2

(mm)

(mm)

(mm)

745 970

4 000 4 760 5 500 6 160 6 840 8 240 9 710

L3

No. REQ

405 630 885

1 450 1 690 2 210 2 660

255 385 530 660 800

2 2 2 2 2 2 2

386.9

APRON DEPTH

QU

AN

TITIE

S IN 2 H

EA

DW

ALLS

280.9187.2

1 110 1 350

1 020 1 280

1 225

1 075 1 360

147.0

C

1

--

2

--

D

1

--

2

--ELEVATION

E1 BARS

Ø100 WEEPHOLES

M1

A

W/2

W

SECTION

NOT TO SCALE --

1

PLAN

S

a

120°

500

b

a

80

a



M1 MESH

SECTION

NOT TO SCALE --

2

a

E1 BARS

a

3 TO 1 OR F

LATTER


115.2


NOTES

1

1





ISSUED

SFR


20.01.17

/DS2014_005812

R0210-23 1


BEING LAPPED.




OUTLET ONLY.








must be co

nsistent with R02

40-01

Man

ufacture and co

nstru

ction of hea

dwalls

UNDER REVI

EW



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


DIM

ENSIO

NS


L1

L2

No. REQ

LENGTH

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

(kg)

(m³)

300 375 450 525 600 750 900

470 730

150

300 300 300 300 400 400 400

200 200 200 200 600 600 600

14.1 15.5 17.1 18.5 22.8 25.8 29.0

1.26 1.56 1.88 2.20 2.58 3.33 4.18

A


C

S

W

a

b


2 000 2 000 2 000 4 000 4 000 4 000 5 000

HEADWALL LENGTH 3 350 3 850 4 300 4 700 5 100 5 950 6 850

APRON WIDTH 4 350 5 100 5 850 6 500 7 200 8 600 10 500


150 150 150 150 150 150

3 565 3 965 4 415 4 815 5 215 6 065 6 965

4 4 4 4 4 4 4

STEEL REINFORCEMENT


120°

L1

L2

2 H

EA

DW

ALLS

QU

AN

TITIE

S IN Ø12 mm

E1 BAR

1 020 1 280C

2

--

2

--

ELEVATION

D

1

--

1

--

E1 BARS

Ø100 WEEPHOLES




W/2

300

W

A

120°

a

S

SECTION

NOT TO SCALE --

1

PLAN

3 TO 1 OR F

LATTER


a

a

E1 BARS



SECTION

NOT TO SCALE --

2

a

500

b


NOTES


1

13 180 14 460 15 900 17 180 21 660 24 380 27 260




ISSUED

SFR


20.01.17

/DS2014_005813

R0210-24 1



OUTLET ONLY.










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

TAPERED CONCRETE MEDIAN HEADWALL

735

MARK(mm)

LENGTH

LENGTH (m)

TOTAL

(kg)

MASS

REQUIRED

NUMBER

3.27

3.07 2.7

1 635

1 535

11

2

2

20

CONCRETE IN ONE HEADWALL - 0.94 m³

450

635

735

450

ELEVATION

835

6 TO 16 TO 1

CROSS MEDIAN ACCESS

1

--

1

--

MEDIAN INVERT

SECTION

NOT TO SCALE --

1

MEDIAN INVERT

E D G E O F R O A D F O R M A T I O N ACCESS

100

230

3 500

150

150

150

50

70

FLOW

300

6 TO 1

230

150

Ø450

150

150

50

735

NOTES


ALL EXPOSED SURFACES TO BE 25 mm CHAMFER.2.

CLASSIFICATIONS.




2

1

PLAN - Ø450 SINGLE CELL HEADWALL

ISSUED


/DS2014_005814

R0210-25 1

Bar Mark Updateds / QR Code Removed

11 REQD PER HEADWALL

CEMENT GROUTED IN PLACE

HOT DIP GALVANISED

R20 AT 300C/C

11 REQD PER HEADWALL


HOT DIP GALVANISED

R20 AT 300C/C

W12

2 REQD PER HEADWALL

W12

BAR SHAPE: W12

W12

R20 8.09

2.9

14.6.19 SML SML

14.6.19



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


2

TAPERED CONCRETE MEDIAN HEADWALL

890

450

450

ELEVATION

6 TO 16 TO 1

CROSS MEDIAN ACCESS

1

--

1

--

MEDIAN INVERT

SECTION

NOT TO SCALE --

1

MEDIAN INVERT

ACCESS

100

230

150

150

150

50

70

FLOW

6 TO 1

230

150

DIA Ø

150

150

50

(mm)

f

990

(mm)

e

(mm)

d

(mm)

c

(mm)

b

990

(mm)

a

675

DIA Ø

970750

525

600

820

900

1 070

4 430

4 880

5 330

5 780

920 620

700

790

870

1 000

1 090

1 170

820

900

1 070

720

800

e

f

c

600 MAX


HOT DIP GALVANISED

65NB GALVANISED IRON PIPE AT 600C/C MAXIMUM

b


HOT DIP GALVANISED

65NB GALVANISED IRON PIPE AT 600C/C MAXIMUM

ad

EDGE OF ROAD FORMATION

NOTES


ALL EXPOSED SURFACES TO BE 25 mm CHAMFER.2.

CLASSIFICATIONS.




2

1

PLAN - Ø525 TO Ø750 SINGLE CELL HEADWALL

ISSUED


/DS2014_005814

R0210-25 1

14.6.19 SMLBar Marks Updated / QR Code Removed (Sheet 1)

W12

2 REQD PER HEADWALL

W12

14.6.19

SML

BAR SHAPE: W12



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

HEADWALL FOR BOX CULVERT UP TO 600 x 300

PER HEADWALL

CONCRETE m³DIMENSIONS mm

A B

820 0.22

820 0.23

900 0.29

820 0.24

900 0.31

900 0.362 320

1 700

1 460

1 625

1 385

1 310

C1 C2

NOMINAL SIZE mm

300

375

375

450

450

600

225

225

300

225

300

300

A

BC1

C2

SETTING OUT POINT

ELEVATION

1

--

1

--

PLAN

SECTION

NOT TO SCALE --

1

300

150

OUT POINT

SETTING

B

375

150

150

EXPOSURE CLASSIFICATIONS B2 AND C


NOTES

EXPOSED SURFACES TO BE 25 mm CHAMFER.3.

CONCRETE STRENGTH GRADE N25.2.





1

ISSUED

SFR


20.01.17

/DS2014_005818

R0210-26 -




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

FLAT CONCRETE HEADWALL FOR Ø300 mm TO Ø450 mmSINGLE PIPE CULVERTS

PER HEADWALL

CONCRETE m³DIMENSIONS mm

A B

900 0.21

980 0.29

0.352 180

1 865

1 385300

375

450 1 060

ELEVATION

A

B

D

Ø D mm

PIPE

1

--

1

--

PLAN

150

300

150

SECTION

NOT TO SCALE --

1

150

B

375

NOTES

EXPOSED SURFACES TO BE 25 mm CHAMFER.3.

CONCRETE STRENGTH GRADE N25.2.





1

ISSUED

SFR


20.01.17

/DS2014_005819

R0210-27 -




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

CAST-IN-SITU CURTAIN WALL FOR USE WITH PRECASTHEADWALLS PIPE DIAMETER UP TO 1 200 mm

PRECAST UNIT

SEE NOTE 4

MESH CENTREDSL82 REINFORCEMENT

MESH

REINFORCEMENT

SL82

MESH CENTRED

REINFORCEMENT

SL82

SECTION

NOT TO SCALE --

1

1

--

1

--

MESH

REINFORCEMENT

SL82

NOTES

1

FRONT ELEVATION

PLAN

CURTAIN WALL

CAST IN-SITU

TO SUIT WIDTH OF PRECAST HEADWALL

30 C

OVE

R

MIN 100

150

TO SUIT LENGTH OF PRECAST HEADWALL

500

150

INSTRUCTIONS.

UNIT IN ACCORDANCE WITH THE PRECAST HEADWALL MANUFACTURER'S

CAST IN-SITU SLAB MUST PROVIDE UNIFORM BEARING FOR PRECAST5.

WITH MANUFACTURER'S DESIGN DOCUMENTATION.

PRECAST UNIT MUST BE SECURED TO CURTAIN WALL IN ACCORDANCE4.

REINFORCING STEEL TO BE IN ACCORDANCE WITH AZ/NZS 4671.3.

SHOWN.

COVER INCLUDING EDGE COVER MUST BE 50 mm UNLESS OTHERWISE2.

CONCRETE AS PER QA SPECIFICATION R53.1.

ISSUED

SFR


20.01.17

/DS2014_005820

R0210-28 -


R0210 Stormwater Drainage Series - Headwalls - all …...STANDARD DRAWING No. REV DATE AMENDMENT /...

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Transcript of R0210 Stormwater Drainage Series - Headwalls - all …...STANDARD DRAWING No. REV DATE AMENDMENT /...