R0220 Stormwater Drainage Series - Gully Pits - all [email protected]...

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

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OLO

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CO

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OPIE

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PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

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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

R0220 STORMWATER DRAINAGE SERIES - GULLY PITS

EDMS No.STATUS

ISSUED

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

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

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

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

1

SECTION

NOT TO SCALE --

1

1

--

1

--

PLAN

OUTLET

150 850 150

INLET OUTLET

850150 150

INLET

JOINTS

1500

CHANNEL INVERT

CHANNEL TRANSITION

SA

KERB

JOINTS

210

1500

CHANNEL TRANSITION

SA

KERB

JOINTS

SA

KERB

1500

CHANNEL TRANSITION

CHANNEL INVERT

SA2 2000

JOINTS

150R.150

210

1500

CHANNEL TRANSITION

DIRECTION OF FLOW

SA

KERBSA3 3000

100

BACK OF

OFLINE

LINE OF

REFERENCE POINT

JOINTS

LIP

INVERT

KERB

JOINTS

BACK OF

OFLINE

LINE OF

REFERENCE POINT

JOINTS

LIP

INVERT

KERB

JOINTS

(TYPICAL ALL PITS).

AT EACH INLET TRENCH

SUBSOIL DRAIN 3000 LONG

(TYPICAL ALL PITS).



TYPE SA1

4

2

4

2

FOR SEDIMENTATION CONTROL WHERE SPECIFIED

ADDITIONAL 300 BELOW INVERT TO BE PROVIDED



PLAN

4

2

4

2

TYPES SA2 AND SA3

2

--

2

--

5

2

6

2

6

2

200

SECTION

NOT TO SCALE --

2

NOTES

2

1

CHANNEL

CHANNEL

CHANNEL

CHANNEL

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

/DS2014_005821

1

DEPTH OF PIT NOT TO EXCEED 3500.10.

BELOW INLET INVERT.

AT RIGHT ANGLE CHANGE IN PIPE DIRECTION, OUTLET INVERT TO BE 1509.

FOR PITS WITH PIPE DIAMETER GREATER THAN 450MM SEE R0220-28.8.

R0220-05.

FOR DETAILS OF FRAME AND GRATE SEE R0220-04 AND 7.

TO THIS POINT :-

LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFERS6.

OTHERWISE.

MINIMUM COVER OF REINFORCEMENT SHALL BE 50 UNLESS SHOWN5.

ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.4.

PITS DEEPER THAN 600 TO BE FITTED WITH GALVANISED STEP IRONS.3.

ONE LAYER OF RL1218 MESH RETURNED 300 INTO BASE.

SIDE WALLS OF PITS DEEPER THAN 1500 ARE TO REINFORCED WITH2.

CONCRETE GRADE N25.1.

20.01.17

ROAD DESIGN ENGINEERING

R0220 STORMWATER DRAINAGE SERIES - GULLY PITSGULLY PIT TYPE SA PIPE DIAMETER UP TO 450 mm

R0220-01

27/06/2017 SFRStep irons required in pits deeper than 600mm (Sheet 1)

ProjectWiseQRCodeLayer



A3


05

10

15

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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


2

GULLY PIT TYPE SA PIPE DIAMETER UP TO 450 mm

3

--

3

--

4

--

4

--

PLAN

TYPE SAS

OUTLET

850150 150

INLET

180

150

150

100

560

25 RAD.

150

180

150

410

100

25 RAD.

2000

1500

100

CHANNEL TRANSITION

SA

DIRECTION OF FLOW

CHANNEL INVERT

JOINTS

KERB

150

210

2000 1500

100

R.150

CHANNEL TRANSITION

JOINTS

100

DIRECTION OF FLOW

SA

KERB

PRECAST CONCRETE LINTEL

150

670 150


BACK OF

OFLINE

LINE OF

JOINTS

REFERENCE POINT

LIP

INVERT

KERB

JOINTS

FOOTPATH

OD

DEPT

H A

S R

EQ

UIR

ED.

CHANNEL INVERT

60 DEPRESSION AT GRATING500

LIP

LIN

E

REFERENCE POINT

LINTEL.

PRE-CAST CONCRETE

MORTAR BED.

SET IN 5 CEMENT

PRE-CAST LINTEL

WHERE REQUIRED.

SUBSOIL DRAIN

100 DIA. HOLES FOR

GREATER THAN 450 DIA.

OD +200 FOR PIPES



SECTION

NOT TO SCALE --

3

6

--

5

--

6

--

200



SECTION

NOT TO SCALE --,1

4

SECTION

NOT TO SCALE --,1

5 SECTION

NOT TO SCALE --,1

6

2

1

CHANNEL

CHANNEL

ISSUED

SFR


20.01.17

/DS2014_005821

R0220-01 1

SFR

ROAD DESIGN ENGINEERING

R0220 STORMWATER DRAINAGE SERIES - GULLY PITSStep irons required in pits deeper than 600mm (Sheet 1)27/06/2017



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

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

SA KERB AND CHANNEL

EXPANSION JOINTS

OFLIP

INVERT

EXPANSION JOINTS

LIP OF

INVERT

500

BACK OF KERB

150

OUTLET

BACK OF KERB

( GRATING REMOVED )

REFERENCE POINT

830 150

DEPT

H A

S R

EQ

UIR

ED

INVERT RL

150 670 150

75

TYPE SA K&G

EXPANSION JOINTS

INLET

EXPANSION JOINTS

85960

85

85

125

320

TYPE SA K&G


50MM DEPRESSION AT GRATING

MORTAR BED

5MM THICK CEMENT

SECTION

NOT TO SCALE --

2

PLAN

1

--

1

--

SECTION

NOT TO SCALE --

1

2

--

2

--

NOTES

1

GULLY PIT - TYPE SA WITHOUT KERB INLET FOR

GRATE RL (CHANNEL INVERT)

CHANNEL CHANNEL

CHANNEL CHANNEL

1500 CHANNEL TRANSITION1500 CHANNEL TRANSITION

ISSUED

SFR


20.01.17

/DS2014_005822

R0220-02 -

R0220-05

FOR DETAILS OF GRATE AND FRAMES SEE R0220-04 AND 5.

STEP IRONS ARE REQUIRED WHERE PITS ARE DEEPER THAN 1 200.4.

LAYER OF SL52 MESH AND RETURNED INTO BASE.

SIDE WALLS OF PITS DEEPER THAN 1 500 TO BE REINFORCED WITH ONE3.

PROVIDE SUBSURFACE DRAINS INTO PITS AS REQUIRED.2.

STEEL: HOT DIP GALVANISED IN ACCORDANCE WITH AS4680.(b)

CONCRETE STRENGTH N25.(a)1.




A3


05

10

15

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



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

PRECAST CONCRETE LINTELS FOR TYPE SA KERBGULLY PITS

A1

75 255

120

100

225

B

C R.100

150

225

65 30

60

B AT 90

A2 AT 100320

75

225

100

A2

160 (SA1)

225 (SA2)

140 (SA3)

140 (SAS)

30 COVER

C AT 300

A2

100A1

A3

B

320

110 (SA1)

125 (SA2)

140 (SA3)

140 (SAS)

LIFTING HOLE

30 DIAMETER

ANGLE AT 500

A3 WELDED TO

LIFTING HOLE

30 DIAMETER

ELEVATION

**

#

#

3280 (SA3) & (SAS)

2250 (SA2)

1220 (SA1)

PLAN

2

--

2

--

1

--

1

--

(GALVANISED)

89 × 89 × 10

STEEL ANGLE

SECTION

NOT TO SCALE --

2SECTION

NOT TO SCALE --

1

SHAPE MARKREQ'D

No.

1

mm

L1

L1

mm

LENGTH

TOTAL

6

L1

mm

LENGTH

mm

DIA

L1

250

260

D=40D=40250

D=40

A

B

C

1 000 LINTEL (SA1)

3

2

4

6

5

2

7

1

6

7

2

11

1

REINFORCEMENT SCHEDULE(ALL PLAIN BARS, GRADE 230R)

2 000 LINTEL (SA2)

3 000 LINTEL (SA3 & SAS)

A1

A2

A3

B

C

A1

A2

A3

B

C

A1

A2

A3

B

C

16

10

10

10

10

16

10

10

10

10

16

10

10

10

10

170

150

170

170

150

170

170

150

170

170

150

410

170

150

410

170

150

410

450

750

1 080

1 120

2 110

2 150

3 140

3 180

1 080

1 570

2 110

2 600

3 140

3 630

1 080

1 020

3 140

1 640

2 110

1 020

5 200

2 870

3 140

1 020

1 050

7 260

4 510

NOTES

GALVANISING TO BE IN ACCORDANCE WITH AS4680.5.

ALL EXPOSED EDGES TO BE ROUNDED TO 5 mm FINISH.4.

QUALITY STEEL FLOAT FINISH.

EXPOSED SURFACES TO BE OFF-STEEL FORM FINISH OR OF HIGH3.

OTHERWISE.

CLEAR COVER TO REINFORCEMENT SHALL BE 25 mm UNLESS SHOWN2.


1

ISSUED

SFR


20.01.17

/DS2014_005823

R0220-03 -




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


AND TECHNOLOGY

STANDARD GULLY PIT TYPE SA (Large) GRATINGSAND FRAMES

1040

915

100

100

100

593

525

514

100

514

928

928

KERB SIDE

PAVEMENT SIDE

3

--

3

--

2

--

2

--

SECTION

NOT TO SCALE --

4

4

--

4

--

PLAN

WELDED STEEL FRAME

SECTION

NOT TO SCALE --

3

SECTION

NOT TO SCALE --

2

SECTION

NOT TO SCALE --

1

PLAN

WELDED STEEL GRATING

1

--

1

--

1

CHANNEL BAR

ISSUED

SFR


20.01.17

/DS2014_005824

R0220-04 -




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


AND TECHNOLOGY

STANDARD GULLY PIT TYPE SA (small) GRATINGSAND FRAMES

1040

100

358

358

100

100

367 435

915

100

928

928

KERB SIDE

PAVEMENT SIDE

SECTION

NOT TO SCALE --

4

3

--

3

--

4

--

4

--

PLAN

WELDED STEEL FRAME

SECTION

NOT TO SCALE --

2

1

--

1

--

2

--

2

--

WELDED STEEL GRATING

PLANSECTION

NOT TO SCALE --

1

SECTION

NOT TO SCALE --

3

NOTES

STATED.

AND BICYCLE SAFE IN ACCORDANCE WITH AS 3996 UNLESS OTHERWISE

GRATING PATTERN AND BAR SIZES MAY VARY BUT SHALL BE CLASS D2.

AND HOT DIP GALVANISED.

STEEL GRATES AND FRAMES ARE TO BE FABRICATED FROM MILD STEEL1.

1

CHANNEL BAR

ISSUED

SFR


20.01.17

/DS2014_005825

R0220-05 -




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


AND TECHNOLOGY

GULLY PIT TYPE SE

600

822

76 × 76 × 10 M.S. ANGLE

EXPANSION JOINT

1 IN 12

EXPANSION JOINT

1 IN 12

CONC. PAV.

EXPANSION JOINT150

DEPT

H A

S R

EQ

UIR

ED

150

150

150962

1 IN 12

150

150

1 IN 12

522150

150150

DIA

GRATING CLEAR OPENING 522 × 407

EXPANSION JOINT

MIN 450 522150

1 IN 12

GRATING CLEAR OPENING 522 × 407

150

1 IN 12

600

105

76

16070

407

PAVEMENT

TOP OF PIT 1 IN 12 SLOPE

25mm DEPRESSION AT GRATINGEXPANSION JOINT

R. 10 G.I. LIFTING BAR

RECESS 80 × 25 TO CONTAIN

WHERE REQUIRED

REINFORCEMENT

SECTION

NOT TO SCALE --

1

1

--

1

--

2

--

2

--

PLANCONCRETE COVER

SECTION

NOT TO SCALE --

2

DIA + 200*

*WHERE PIPE DIA IS 450 OR LARGER

SECTION

NOT TO SCALE --

1DETAIL

NOT TO SCALE

A

--

CONCRETE QUANTITIES

(m³)QTY FOR MIN DEPTH PIT

(mm)PIPE DIAMETER

FOR EACH ADDITIONAL 1.0 m DEPTH ADD 0.54 m³

300

0.60

375

0.64

450

0.69

525

0.84

600

0.94

A

--

SEE DETAIL

FOR CONC. PAVEMENT.

ASPHALTIC CONCRETE.

NOTES

1

POINT -

LOCATION AND LEVEL OF GULLY PIT SHOWN ON PLANS REFER TO THIS3.

LAYER OF SL82 MESH RETURNED INTO BASE.

SIDE WALLS OF PIT DEEPER THAN 1500 TO BE REINFORCED WITH ONE2.


ISSUED

SFR


20.01.17

/DS2014_005826

R0220-06 -

FOR DETAILS OF GRATE AND FRAME SEE R0220-08




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


AND TECHNOLOGY

STANDARD GULLY PIT SE 2 FOR TYPE SE KERBADJACENT TO CONCRETE PAVEMENT

150

150

640

150

150

150

1200

200

DD/3

200

SHOULDER

150

25

300

170

100

50

150

100

460

EXPANSION JOINT.

(FRAME IN PLACE, GRATING REMOVED)

100

250

50

25

460EXPANSION JOINT.

150

D

1 LENGTH OF PIPE

D/3

200

(1.2m)

150

EDGE

CONTRACTION JOINT

290

150

100

OF SHOULDER

CONTRACTION JOINT

1920FLOW

960

150

SHOULDER

150

150

100

690

FRAME

BY PRINCIPAL.

TO BE SUPPLIED

REQUIRED. CAP

CLEANOUT WHERE

SUBSURFACE DRAIN

100 DIA. HOLE FOR

KERB

TYPE SE

POST.

GUARDFENCE

PIECE ON GUARDFENCE POST.

PROVIDE DOUBLE BLOCKING

POST.

GUARDFENCE

KERB

TYPE SE

DRAIN OUTLET WHERE REQUIRED.

100 DIA. HOLE FOR SUBSURFACE

WITH MORTAR.

TO BE BONDED TO PIPE

CONCRETE ENCASEMENT

50mm COVER.

2 LAYERS SL81 MESH

WHERE REQD.

DRAIN OUTLET

SUBSURFACE

(MIN. 300)

RE

QUIR

ED

DEPT

H A

S

GUARDFENCE.

POSITION OF

LEVEL TO HEADWALL.

PIPE TO BE LAID

NOT SPECIFIED,

WHERE INVERT RL

FREE FROM INTRUSIONS.

PIPES TO BE SMOOTH AND

WITH MORTAR INSIDE OF

CONNECT COLLAR TO PIPE

50 mm COVER.

2 LAYERS SL81 MESH

PLAN

1

--

1

--2

--

2

--

3

--

3

--

CENTRALLY

SL81 MESH LAID

SECTION

NOT TO SCALE --

1

SECTION

NOT TO SCALE --

2

CONNECTION TO START OF DRAIN PART

SECTION

NOT TO SCALE --

2

CONNECTION TO TRANSVERSE DRAIN

LAID CENTRALLY.

SL81 MESH

SECTION

NOT TO SCALE --

4

D/3

SECTION

NOT TO SCALE --

3

FROM PIPE

MESH 30 mm

1 LAYER OF SL82

LENGTH AS REQUIRED.

(RUBBER RING JOINTS)

CLASS 4 PIPE

LENGTH AS REQUIRED.

(RUBBER RING JOINTS)

CLASS 4 PIPE

NOTES

1

FREE FROM INTRUSIONS.

PIPES TO BE SMOOTH AND

WITH MORTAR INSIDE OF

CONNECT ELBOW TO PIPE

4

--

4

--

ISSUED

SFR


20.01.17

/DS2014_005827

R0220-07 -

FOR PIPES GREATER THAN 450 DIA. REFER TO R0220-28.7.




WITH ONE LAYER OF SL81 MESH RETURNED 300 TO BASE.

SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO BE REINFORCED3.

TO THIS POINT:

LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER2.





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

KERB SIDE

60 50

PAVEMENT SIDE

65

28

405 C

LE

AR O

PE

NIN

G

50522 CLEAR OPENING

12

610 GRATING

50

610

300

300

75

75

622

50 50

75

75

SECTION

NOT TO SCALE --

3

125 × 12

SECTION

NOT TO SCALE --

4PLAN

4

--

4

--

65 × 5 × 50

GUSSET

3

--

3

--

75 × 6 × 50

BLOCKS

SECTION

NOT TO SCALE --

1

1

--

1

--

2

--

2

--

PLANSECTION

NOT TO SCALE --

2

STATED.





STANDARD GULLY PIT TYPE SE GRATINGS ANDFRAMES

1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005828

R0220-08 -




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


AND TECHNOLOGY

GULLY PIT TYPE SF

1050

690

R. 150

450

FLOW

R. 150

150

KERB TYPE SF

760150 150

2:1

76

14050

675150

MIN 450

PRECAST COVER

150

815

690125

160

WHERE REQUIRED.

SUBSURFACE DRAIN

100 DIA. HOLE FOR

REQUIRED.

CLEANOUTWHERE

SUBSURFACE DRAIN

100 DIA. HOLE FOR

100 C/C BOTH WAYS

6.3 DIA MS RODS AT

R.10 G.I. LIFTING BAR

RECESS 80 X 25 TO CONTAIN

1040 LONG

3/16 DIA MS RODS

ELEVATION OF INLET

PLAN WITH COVER AND GRILLE REMOVED

CONCRETE COVER

SUPERELEVATED PAVEMENT

SECTION

NOT TO SCALE --

1

1

--

1

--

SL82

76 × 76 10 M.S. ANGLE

1

STEEL GRILLE FOR DETAILS SEE DS2014/005832

NOTES

ISSUED

SFR


20.01.17

/DS2014_005829

R0220-09 -

METHOD SIMILAR TO THAT SPECIFIED FOR MEDIAN PAVING.

SURFACE OF PRECAST COVER TO BE FINISHED WITH MATERIALS AND8.



PITS DEEPER THAN 1 200 TO BE FITTED WITH GALVANISED STEP IRONS.5.

DEPTH OF PIT NOT TO EXCEED 3 500.4.

WITH ONE LAYER OF SL82 MESH RETURNED 300 TO BASE.

SIDE WALLS OF ALL PITS DEEPER THAN 1 500 ARE TO BE REINFORCED3.

TO THIS POINT:






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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

STANDARD GULLY PIT TYPE SF2 FOR TYPE SFKERB DOUBLE INLET

DI

A

1

--

1

--

SECTION

NOT TO SCALE --

1

WELDED AT CORNERS.

FRAME MITRED AND

76 × 76 × 10 M.S. ANGLE

LIFTING BAR.

CONTAIN R.10 G.I.

RECESS 80 × 25 TO

TYPE SF KERBFLOW

TYPE SF KERBFLOW

DETAILS BELOW

PRECAST COVER SEE

REQUIRED.

LOCATED WHERE

SUBSOIL DRAIN INLET

100 DIA HOLE FOR

REQUIRED.

LOCATED WHERE

SUBSOIL DRAIN OUTLET

100 DIA HOLE FOR

ASPHALTIC CONCRETE

2 TO 1

2 TO 1

ELEVATION OF INLET

PLAN WITH COVER AND GRILLE REMOVED

450

150 750 150

R 150 R 150

450

R 150 R 150

SL81

630

1050

PLAN OF PIT COVER

750 m

m MIN

130

1200

160125630125160

50 140 76

50

3/16 DIA M.S. RODS 970 LONG

PAVEMENT

SUPERELEVATED

PITS DEEPER THAN 1 200 TO BE FITTED WITH GALVANISED STEP IRONS.6.

DEPTH NOT TO EXCEED 3 500.5.

WITH ONE LAYER OF SL82 MESH RETURNED 300 INTO BASE.


ALL MILD STEEL MATERIAL TO BE GALVANISED ON COMPLETION.3.

ALL EXPOSED EDGES TO BE ROUNDED WITH 20 mm RADIUS.2.


1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005830

R0220-10 -

FOR STEEL GRILLE SEE R0220-12




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QR CODE

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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

'D' BAR WELD

RL1218

REINFORCING MESH

SUBBASE

CONCRETE

SEE SPECIFICATION.

MEDIAN FILLING

NOTE: REINFORCEMENT AND END TREATMENT TO BE DUPLICATED AT OTHER END.

TYPE B DIA.R.C.P. 600+ mm.

TYPE A DIA.R.C.P. 300-525 mm

CONNECTION TYPES

PAVEMENT

CONCRETE

MEDIAN FILL

APPROX 25 mm

MORTAR PAD

200

150

MORTAR PAD

DRAIN TO PIPE OUTLET

INFILL CONCRETE SHAPED TO

PRECAST UNIT

CONCRETE GRADE N20

122

PREC

AST U

NIT

1

--

1

--

SECTION

NOT TO SCALE --

1

EXTRUDED TYPE SF KERB

PRECAST MEDIAN KERB INLET FOR SF KERB

ADHESIVE GROUT.

"WET TO DRY" EPOXY CONCRETE

INSIDE OF PIPES TO BE SMOOTH AND FREE OF INTRUSIONS.

Ø230 A.C. PIPE END TO BE SHAPED TO MATCH DRAINAGE PIPE,Ø230

END OF PIT.

PIPE AT DOWNSTREAM

LOCATE Ø230 A.C.

APPROX. 25 mm

MORTAR PAD

'U' BAR 16 mm Ø

AROUND 100 mm Ø PIN.

GALVANISED AND BENT

'U' BAR 16 mm Ø

3/16 mm Ø BARS.

Ø230

CONCRETE SUBBASE

TYPE 'B'

CONNECTION

TYPE A

DIA

DIA

100

TYPE 'A'

CONCRETE BLOCK

{ 4/12 mm Ø BARS 400 LONG

{ 2/12 mm Ø U BARS.

REINFORCE WITH

CONCRETE BLOCK 500 WIDE.

SF KERB

EXTRUDED TYPE

REINFORCING MESH RL1218

100

420

210

100

PAVEMENT

CONCRETE

Ø230

SECTION

NOT TO SCALE --

3

230

70

KERB INLET

PRECAST MEDIAN

1900

50

COVER AND WELD AT END

D BAR 16 mm Ø PROVIDE 50 mm

50

50

SECTION

NOT TO SCALE --

22

--

2

--

3

--

3

--

PRECAST UNIT 1900 LONG

405

350

325

300 50

ELEVATION

NOT SHOWN FOR CLARITY

RL1218 REINFORCING MESH

SEE R0220-12 FOR DETAILS

GALVANISED MILD STEEL GRILL

SEE DRAWING R0220-42

FOR TEMPORARY LID DETAIL

SEE R0220-12

GALVANISED MILD STEEL PLATE


1


AND TECHNOLOGY

1

PRECAST MEDIAN KERB INLET FOR SF KERB

THIS POINT AT THE CENTRE OF THE INLET.

LOCATION AND LEVEL OF PIT SHOWN IN THE DRAWINGS REFER TO3.

JOINTING SURFACES TO BE PAINTED WITH "WET TO DRY" EPOXY.

IMMEDIATELY PRIOR TO APPLICATION OF EPOXY GROUT OR CONCRETE,2.

1. CONCRETE GRADE N25

NOTES

ISSUED

SFR


20.01.17

/DS2014_005831

R0220-11 -




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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 REQUIRED

140

40

6 HOLES 85 X 50 EQUALLY SPACED

4/14 DIA.COUNTERSUNK HOLES

1250

750 75

40

25

25

90

25 BEVEL

30

MILD STEEL GRILLE


1


AND TECHNOLOGY

STATED.





1

STANDARD GULLY PIT TYPE SF GRATINGS ANDFRAMES

NOTES

ISSUED

SFR


20.01.17

/DS2014_005832

R0220-12 -




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OLO

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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


SECTION

NOT TO SCALE --

1

2

--

2

--PLAN

WITH 2/12 mm ROCK BOLTS.

PIPE TO BE ANCHORED TO OUTLET

BATTER SLOPE 1.5:1

MESH NO SL82

SHOULDER LEVEL

MESH NO SL82

(SF TYPE KERB)

TOP OF DYKE

FE

NC

E

FA

CE O

F G

UA

RD

ED

GE O

F F

OR

MATIO

N

DIR

EC

TIO

N O

F F

LO

W

DEFLECTORS

EA

SE

5 %

100

75

100

R 150

550

600

20

60

30

CORRUGATED STEEL PIPE

Ø450 HALF ROUND

75

100

100

150

150

45°

100

& STREAMLINED

AREA TO BE TRANSITIONED

100

760

760

1 720

150

150

1 565

225

100

100

900

3

--

3

--

1

--

1

--

860860

SECTION

NOT TO SCALE --

2

SECTION

NOT TO SCALE --

3

END VIEW

212

65

225

12

110

1

TO BE READ IN CONJUNCTION WITH THE SPECIFICATION.4.

OMITTED.

WHERE GULLY PIT IS LOCATED UNDER GUARDFENCE, COVERS MAY BE3.

DIRECTION.

CONSTRUCT GULLY PIT IN REVERSE WHEN FLOW IS IN OPPOSITE2.


1

1

STANDARD GULLY PIT TYPE SG FOR TYPE SF KERB

NOTES

ISSUED


/DS2014_005833

R0220-13 1

SML

11.06.19

SML11/06/2019 Title of Drawing Corrected / QR Code Removed



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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

700

SK

1000

100

**

150

O.D.

150

150

(900 MIN)

O.D.+ 200

FRAME

INVE

RT

1125

100100

50

C-12

MIN.

500

PAVEMENT

200

C-12

C-12 410Y AT 200 SPACING

500

400

(MA

X. 3500)

DEPT

H A

S R

EQ

UIR

ED

150

150

1125

825

150

150 700

1000

PIPE PIPE

150

FRAME OVERALL

892

600

200

70860

FRAME OVERALL

70

SHOULDER

REQUIRED.

CLEANOUT WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

REQUIRED.

OUTLET WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

SECTION

NOT TO SCALE --

1

FOR PIPES ≤ 525 mm I.D.

SECTION

NOT TO SCALE --

2


1

--

1

--

2

--

2

--

PIT DETAILS

PLAN

LARGE OR MULTIPLE PIPES

*

(MIN. 300)

RE

QUIR

ED

DEPT

H A

S

CH

AN

NEL

SEE R0240-01 FOR SPACING OF MULTIPLE PIPES.

= O.D.+200


1


AND TECHNOLOGY

STANDARD GULLY PIT TYPE SK11

NOT TO SCALE

WELDING DETAILS

NOTES

ISSUED

SFR


20.01.17

/DS2014_005834

R0220-14 -

FOR DETAILS OF GRATE AND FRAME SEE R0220-197.

POINT:

LOCATION AND CHANNEL LEVEL OF GULLY PIT IN PLANS REFER TO THIS6.


PITS DEEPER THAN 1 200 mm TO BE FITTED WITH STEPS.4.

DEPTH OF PIT NOT TO EXCEED 3 500 mm (SPECIAL DESIGN REQUIRED).3.

WITH ONE LAYER OF SL82 MESH RETURNED 200 MINIMUM INTO BASE.

SIDE WALLS OF ALL PITS DEEPER THAN 1500 mm ARE TO BE REINFORCED2.

CONCRETE STRENGTH GRADE SHALL BE N25.1.




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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

SK

700

FRAME

1000

500


NOT TO SCALE

4001125

INVE

RT

DEPT

H A

S R

EQ

UIR

ED

150

150

825

1125

150

(MA

X. 3500)

1000

700150

PIPE PIPE

150

200

892

FRAME OVERALL

600 SHOULDER

70860

FRAME OVERALL

70

SECTION

NOT TO SCALE --

1


EXISTING 12 mm STARTER BARS

*

SECTION

NOT TO SCALE --

2


WELDING DETAILS

2

--

1

--

2

--

1

--

PIT DETAILS

PLAN

CH

AN

NEL


1


AND TECHNOLOGY

*

1

STANDARD GULLY PIT TYPE SK1 (Stage 2)

NOTES

ISSUED

SFR


20.01.17

/DS2014_005835

R0220-15 -

FOR DETAILS OF GRATE AND FRAME SEE R0220-19.4.

CONCRETE PAVEMENT DEPTH AS SHOWN ON CONSTRUCTION PLANS.3.

POINT:






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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


500

400

FRAME

SK

FRAME

INVERT

1125

DEPT

H A

S R

EQ

UIR

ED

(MA

X. 3500)

150

1125

825

150

150

1840

1540150

PIPE PIPE

150

FRAME OVERALL

892

600

INVE

RT SHOULDER

200

85085070 70

100

150

O.D.

150

150

(900 MIN)

O.D.+ 200

100100

50

C-12

MIN.

500

PAVEMENT

200

C-12

REQUIRED.

OUTLET WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

REQUIRED.

CLEANOUT WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

SECTION

NOT TO SCALE --

1


SECTION

NOT TO SCALE --

2


(MIN. 300)

RE

QUIR

ED

DEPT

H A

S

**


*

2

--

2

--

1

--

1

--PIT DETAILS

PLAN

CHANNEL

CH

AN

NEL


= O.D.+200


1


AND TECHNOLOGY

STANDARD GULLY PIT TYPE SK21

NOT TO SCALE

WELDING DETAILS

NOTES

ISSUED

SFR


20.01.17

/DS2014_005836

R0220-16 -


MINIMUM COVER TO OUTSIDE REINFORCEMENT 50 mm.8.

POINT:



PITS DEEPER THAN 1200 mm TO BE FITTED WITH STEPS.5.

OTHERWISE STATED.

CLASS D AND BICYCLE SAFE IN ACCORDANCE WITH AS2996 UNLESS

GRATING PATTERNS AND BAR SIZES MAY VARY BUT GRATE SHALL BE4.

DEPTH OF PIT NOT TO EXCEED 3500 MM (SPECIAL DESIGN REQUIRED).3.







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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

TYPE A TRANSITION

CATCH DRAIN

SK

FLO

W

700

1000

INVE

RT

1125

( 00 )

100

150

150

825

PIPE

1125

150150 700

1000

PIPE

150

1200

(1000)

1000

350

(2000)

300

CHANNEL INVERT

SHOULDER

CONTRACT LEVEL.

1000

TEMPORARY LID.

100

CONTRACT LEVEL.

CONTRACT LEVEL

300

1000

700

REQUIRED.

CLEANOUT WHERE

SUBSURFACE DRAIN

100 DIA. HOLE FOR

TRANSITION

TYPE A CATCH DRAIN

300X700 TO RECEIVE

PROVIDE OPENING

OPENING IN PIT. (LENGTH = 2000)

FROM TYPE A CATCH DRAIN TO SIDE

SECTION

NOT TO SCALE --

1

FOR PIPES ≤ 525 DIA

SECTION

NOT TO SCALE --

2


SECTION

NOT TO SCALE --

5SECTION

NOT TO SCALE --

4SECTION

NOT TO SCALE --

3

TRANSITION

CATCH DRAIN

TYPE A

GULLY PIT

FUTURE SK

WHERE REQUIRED.

DRAIN OUTLET

SUBSURFACE

100 DIA. HOLE FOR

1

--

1

--

2

--

2

--

TEMPORARY LID

PIT DETAILS

PLAN

( 00 ) (1000) (2000)

3

--

3

--

4

--

4

--

5

--

5

--

CH

AN

NEL


1


AND TECHNOLOGY

NOTES

1

SK3 GULLY PIT WITH CATCH DRAIN INLET

ISSUED

SFR


20.01.17

/DS2014_005837

R0220-17 -


FOR DETAILS OF TEMPORARY LID SEE R0220-428.

FOR LARGE OR MULTIPLE PIPES REFER R0220-287.


IRONS.

PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP5.



SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO REINFORCED3.

THIS POINT:

LOCATION AND LEVEL OF GULLY PIT SHOWN IN DRAWINGS REFER TO2.





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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

TRANSITION

SK

700

1000

FLO

W

LINED CATCH DRAIN

INVE

RT

1125

150

150

(MA

X. 3500)

DEPT

H A

S R

EQ

UIR

ED

150

100

150

825

1125

150700

1000

PIPE PIPE

350

300

200

CHANNEL INVERT

892

600 SHOULDER

70860

FRAME OVERALL

70

700

1000

300

TRANSITION

LINED CATCH DRAIN

300X700 TO RECEIVE

PROVIDE OPENING

REQUIRED.

CLEANOUT WHERE

SUBSURFACE DRAIN

100 DIA. HOLE FOR

REQUIRED.

OUTLET WHERE

SUBSURFACE DRAIN

100 DIA. HOLE FOR

( 00 ) (1000)

3

--

3

--

4

--

4

--

5

--

(2000)

5

--

1

--

1

--

PIT DETAILS

PLAN

2

--

2

--

SECTION

NOT TO SCALE --

1


SECTION

NOT TO SCALE --

2


TYPE B - 2000

TYPE A - 1200

( 00 )

SECTION

NOT TO SCALE --

3

(1000)

SECTION

NOT TO SCALE --

4

TRANSITION

(2000)

SECTION

NOT TO SCALE --

5

TO SIDE OPENING PIT (LENGTH = 2000)

FROM LINED CATCH DRAINS (TYPE A & B)

CATCH DRAIN

LINED

TYPE B - 1350

TYPE A - 950 GULLY PIT

TYPE SK1

CH

AN

NEL


1


AND TECHNOLOGY

SK4, TYPE SK1 GULLY PIT WITH LINED TYPE (A AND B)CATCH DRAIN INLET 1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005838

R0220-18 -


FOR LARGE OR MULTIPLE PIPES REFER R0220-287.


IRONS.

PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP5.



SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO REINFORCED3.

THIS POINT:






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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

892

860

892

276

462

6

6

6TYP.

6TYP. TYP.

TYP.

6

60

100 X 6 P X 450L

SHOWING METHOD OF JOINING FRAMES TO ANCHOR PLATE.

100 X 6 P X 4506

150 150

60

L

462

850

440

850

830

830

860

90

10276

440

ELEVATION

30°

30°

PLAN

FRAMEGRATE

ELEVATION

PLAN

2

--

2

--

SECTION

NOT TO SCALE --

2

DIA. STIRRUP

100 X 50 X 6

30°

1

--

1

--

SECTION

NOT TO SCALE --

1

JOINT DETAIL

FRAME ASSEMBLY

DETAIL

NOT TO SCALE

A

--

A

--

SEE DETAIL

WELDED TO FRAMES

ANCHOR PLATE TO BE

A

--

SEE DETAIL

2 FRAMES TO BE WELDED

FRAME

NOT TO SCALE

WELDING DETAILS


1


AND TECHNOLOGY

NOTES

STATED.





1

STANDARD GULLY PIT TYPE SK GRATINGS ANDFRAMES

ISSUED

SFR


20.01.17

/DS2014_005839

R0220-19 -




A3


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G M

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E P

REP

AR

ED IN C

OLO

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

BACK OF

JOIN

T

JOIN

T

FLOW

JOIN

T

KERB

JOIN

T

300INVERT

LIP

150

100

180

150

150

650

1220

920150

85

125

150

1500'SL' KERB

150

OUTLET

210CHANNEL INVERT

JOINT

CHANNEL TRANSITION

100150

150

100

200

CHANNEL INVERT

'SL' KERB

150

150

INLET

1500

210

JOINT

CHANNEL TRANSITION

905 150

100

(450

MIN.)

RE

QUIR

ED

DEPT

H A

S

76

150

150

PRECAST CONCRETE COVER


JOIN

T

BACK OF

JOIN

T

920150

KERB

JOIN

T

JOIN

T

300

150

LIP

INVERT JOIN

T

BACK OF

JOIN

T

JOIN

T

100150

LIP

INVERT

KERB

JOIN

T

300

150

920

150

125

CHANNEL TRANSITION

1500'SL' KERB

150

JOINT

210CHANNEL INVERT

OUTLET INLET

JOINT

1500

CHANNEL TRANSITION

'SL' KERB

150210 CHANNEL INVERT

85

'SL' KERB

920150100

150

100

200

R.100

85

125150 210CHANNEL INVERT

OUTLET

CHANNEL TRANSITION

1500

JOINT

3080

2000

200

150

JOINT

'SL' KERB

210 CHANNEL INVERT

INLET

CHANNEL TRANSITION

150

100

WHERE REQUIRED.

CLEANOUT AND OUTLET

SUBSURFACE DRAIN

100 DIA. HOLE FOR

LIFTING BAR.

CONTAIN R. 10

RECESS 80X25 TO

SECTION

NOT TO SCALE --

3

1

--

1

--

ELEVATION

PIT TYPE 'SL1'

PLAN

SECTION

NOT TO SCALE --

3

ELEVATION

1

--

1

--

2

--

2

--

1500

PIT TYPE 'SLS'

PLAN

2000 (SL2)

3080 (SL3)

SECTION

NOT TO SCALE --

3

ELEVATION

1

--

2

--

2

--

1

--

PIT TYPE 'SL2' AND 'SL3'

PLAN

SECTION

NOT TO SCALE --

2

3

--

3

--

3

--

3

--

SECTION

NOT TO SCALE --

1

CONCRETE COVERTO SL82 MESH.

ANGLE WELDED

76X76X10 M.S.SL82 MESH

CHANNEL

CHANNEL

CHANNEL

CHANNEL

CHANNEL

CHANNEL


1


AND TECHNOLOGY

NOTES

1

STANDARD GULLY PIT FOR TYPE SL KERB

ISSUED

SFR


20.01.17

/DS2014_005840

R0220-20 -

AS1214 AND TO BE 375 g/m².

ALL EXPOSED STEEL TO BE GALVANISED IN ACCORDANCE WITH8.

REFER R0220-28

FOR PIPE DIAMETERS GREATER THAN 750 mm OR MULTIPLE PIPES7.

TO THIS POINT:



IRONS.

PITS DEEPER THAN 1 200 TO BE FITTED WITH GALVANISED STEP4.

DEPTH OF PIT NOT TO EXCEED 3 500.3.

INTO BASE.

REINFORCED WITH ONE LAYER OF SL82 MESH RETURNED 200

SIDE WALLS OF ALL PITS DEEPER THAN 1 500 ARE TO BE2.





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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

SO

GRATING REMOVED

1000

700

150

150

150

100 O

.D.

O.D.+ 200

(900 MIN)FRAME

INVE

RT

50

100 100

PAVEMENT

C-12

DEPT

H A

S

200

500

MIN.

(300 M

M)

RE

QUIR

ED

C-12

150

150

1000

700 150

(MA

X. 3500)

DEPT

H A

S R

EQ

UIR

ED

150700

1000

150

PIPEPIPE

FRAME OVERALL

765

SHOULDER

100

FRAME OVERALL

86070 70

REQUIRED.

CLEANOUT WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

REQUIRED.

OUTLET WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

SECTION

NOT TO SCALE --

1

FOR PIPES ≤ 525 mm DIA

SECTION

NOT TO SCALE --

2

FOR PIPES ≤ 450 mm DIA

*


**

PIT DETAILS

PLAN

1

--

1

--

2

--

2

--

CH

AN

NEL

SEE R0240-01 FOR SPACING OF MULTIPLE PIPES

= O.D.+ 200


1


AND TECHNOLOGY

STANDARD GULLY PIT TYPE SO1

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005841

R0220-21 -

FOR DETAILS OF GRATE AND FRAME SEE R0220-23.7.

TO THIS POINT:



IRONS.


DEPTH OF PIT NOT TO EXCEED 3 500 (SPECIAL DESIGN REQUIRED).3.

INTO BASE.

REINFORCED WITH ONE LAYER OF SL82 MESH RETURNED 200

SIDE WALLS OF ALL PITS DEEPER THAN 1 500 ARE TO BE2.





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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

150

150

400


500

FRAMEFRAME

S0 INVERT

100

100

150

O.D.+ 200

(900 MIN)

O.D.

100

50

C-12

PAVEMENT

DEPT

H A

S

RE

QUIR

ED

(300 M

M)

200

C-12

MIN.

500

DEPT

H A

S R

EQ

UIR

ED

(MA

X. 3500)

150

150

1000

700

150

PIPE PIPE

1540

1840

150

150

FRAME OVERALL

INVE

RT

765

SHOULDER80

850 7085070

GRATING REMOVED

REQUIRED.

CLEANOUT WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

REQUIRED.

OUTLET WHERE

SUBSOIL DRAIN

100 DIA. HOLE FOR

SECTION

NOT TO SCALE --

1


SECTION

NOT TO SCALE --

2


*

**


PIT DETAILS

PLAN

1

--

2

--

1

--

2

--

CHANNEL

CH

AN

NEL


= O.D.+200


1


AND TECHNOLOGY

STANDARD GULLY PIT SO21

NOT TO SCALE

WELDING DETAILSNOTES

ISSUED

SFR


20.01.17

/DS2014_005842

R0220-22 -


MINIMUM COVER TO OUTSIDE REINFORCEMENT 50. 7.

POINT:

LOCATION AND LEVEL OF GULLY PIT SHOWN IN PLANS REFER TO THIS6.


IRONS.


DEPTH OF PIT NOT TO EXCEED 3 500 (SPECIAL DESIGN REQUIRED).3.







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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

765

TYP.

TYP.6

6

6TYP.

TYP.

6

6100 X 6 P X 450L

150

60

6

60

150

90

90

830

720

90

765

860

90

370 370

765

DIA. STIRRUP

100 X 50 X 6

23°

ELEVATION

SECTION

NOT TO SCALE --

1

PLAN

GRATE

1

--

1

--

2

--

2

--

390

390 23°

23°

ELEVATION

PLAN

FRAME

SECTION

NOT TO SCALE --

2

JOINT DETAIL

FRAME

NOT TO SCALE

WELDING DETAILS

A

--

SEE DETAIL

2 FRAMES TO BE WELDED

A

--

SEE DETAIL

WELDED TO FRAMES

ANCHOR PLATE TO BE


FRAME ASSEMBLY

DETAIL

NOT TO SCALE

A

--


1


AND TECHNOLOGY

NOTES

STATED.





1

STANDARD GULLY PIT TYPE SO GRATINGS ANDFRAMES

ISSUED

SFR


20.01.17

/DS2014_005843

R0220-23 -




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DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

REFERENCE POINT

REFERENCE POINT

REFERENCE POINT

JOINT

CONSTRUCTION

REQUIRED

DEPTH AS

LAYERS

CONCRETE PAVEMENT

CONCRETE PAVING

BACKFILL

KE

RB LIN

E

OUTLET INLET

CONCRETE PAVING CONCRETE PAVING

SLOPE BREAK LINE SLOPE B

REAK LINE

'TYPE F' BARRIER

2

--

2

--

1500 TRANSITION 1500 TRANSITION920

65

50

65

SECTION

NOT TO SCALE --

1

PLAN(GRATING REMOVED)

400

1

--

1

--

300

550150

150

150150 750

SECTION

NOT TO SCALE --

2

150 920 150

VERTICAL

WITH LOAD BARS

RETURNED 300 (MIN)

RL1218 MESH


1


AND TECHNOLOGY

1

GULLY PIT TYPE F - SINGLE GRATE

NOTES

ISSUED

SFR


20.01.17

/DS2014_005844

R0220-24 -


LOCATION AND LEVEL OF REFERENCE POINT SHOWN ON DESIGN PLANS.6.

BE STEPPED IN ACCORDANCE WITH DS2014/005848.

WHERE LONGITUDINAL PIPE DIAMETER EXCEEDS 600 mm, PIT WALLS TO5.

PITS DEEPER THAN 1 200 mm TO BE FITTED WITH STEP IRONS.4.

WHERE DEPTH GREATER THAN 3 500 mm)

DEPTH OF PIT NOT TO EXCEED 3 500 mm. (SPECIAL DESIGN REQUIRED3.

BASE.

REINFORCED WITH ONE LAYER OF SL82 MESH RETURNED 200 mm INTO

SIDE WALLS OF ALL PITS DEEPER THAN 1 500 mm ARE TO BE2.





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

150520

150

150

150

PIT REFERENCE POINT

150

620 MIN150

FLOW

80

50 MIN50 MIN

PAVEMENT

PIT REFERENCE POINT

RE

QUIR

ED

DEPT

H A

S

SHEET OF APPROVED JOINT FILTER.

JOINT TO BE FORMED BY INSERTING A

PROVIDE EXPANSION JOINTS EVERY 30 m.

SECTION

NOT TO SCALE --

1

90°

SECTION

NOT TO SCALE --

2

PLAN

2

--

2

--

1

--

1

--

SEE R0220-26

FOR GRATE AND FRAME DETAILS


1


AND TECHNOLOGY

NOTES

GALVANISED.

STEEL GRATES AND FRAMES TO BE MILD STEEL AND HOT DIPPED2.

CONCRETE STRENGTH N25.1.

1

STANDARD GULLY PIT TYPE F - DOUBLE GRATE

ISSUED

SFR


20.01.17

/DS2014_005845

R0220-25 -




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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

GUSSET

6

GUSSET

50522 CLEAR OPENING

50

75

622

50 50

618

75

75

4

--

4

--

PLAN

3

--

3

--

SECTION

NOT TO SCALE --

4

SECTION

NOT TO SCALE --

3


1


AND TECHNOLOGY

NOTES

1

GULLY PIT TYPE F - DOUBLE GRATING AND FRAME

ISSUED

SFR


20.01.17

/DS2014_005846

R0220-26 -

FOR DETAILS OF GRATES SEE R0220-083.

STATED.








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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

75 75

150

DEPT

H A

S S

PE

CIFIE

D 100 DIA. HOLE FOR SUBSURFACE

DRAIN OUTLET WHERE REQUIRED

1.5 TO 1 BATTER

4 TO 1 TA

BLE DRAIN

REFERENCE POINT

80

MIN MINO.D.

75TABLE DRAIN LEVEL

FLOW

FLOW

TAPER TO DESIGNED

(OR AS SPECIFIED)

100

150 670 150

150

DEPT

H A

S R

EQ

UIR

ED.

100

100100

150 540 150

(GRATE REMOVED)

FLO

WFLOW

REFERENCE POINT

325

325

125 325

670

540

100057301

99788104

PLAN

1

--

1

--

2

--

2

--

INLET DEPRESSION

SECTION

NOT TO SCALE --

1 SECTION

NOT TO SCALE --

2

FOR DETAILS OF GRATE AND FRAME SEE DS2014/005853

FOR DETAILS OF GRATE AND FRAME SEE R0220-33


1


AND TECHNOLOGY

1

TABLE DRAIN GULLY PIT TD 1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005847

R0220-27 -

OTHERWISE.

MINIMUM COVER TO REINFORCEMENT TO BE 50 mm UNLESS SHOWN9.

PITS DEEPER THAN 1200 mm ARE TO BE FITTED WITH STEP IRONS.8.

DEPTH OF PIT IS NOT TO EXCEED 3500 mm (SPECIAL DESIGN REQUIRED).7.

ONE LAYER 0F SL82 MESH RETURNED 300 mm INTO THE BASE.

SIDEWALLS OF PITS DEEPER THAN 1500 ARE TO BE REINFORCED WITH6.


PROVIDED ON BOTH SIDES OF THE PIT.

WHERE PIT IS LOCATED IN A SAG, INLET DEPRESSIONS ARE TO BE4.

ACCORDANCE WITH R0220-28

WHERE PIPE DIAMETER EXCEEDS 575 mm PIT WALLS TO BE STEPPED IN3.


THIS POINT:

LOCATION AND LEVEL OF THE PIT SHOWN IN THE DRAWINGS REFERS TO1.




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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

PAVEMENT

MAX. 500

100

150 150

150

50

200

(WHEN HAUNCHED IN TWO DIRECTIONS)

12 DIA. DEFORMED REINFORCEMENT BARS AT 100 CENTRES

DRAIN CLEANOUT WHERE REQUIRE.

100 DIA. CORED HOLE FOR SUBSURFACE

CLEANOUT WHERE REQUIRE.

FOR SUBSURFACE DRAIN

100 DIA. CORED HOLE

RETURN MINIMUM 300.

AS 1304 F1218 MESH

(900 MIN.)

OD + 200

(300 MIN.)

DEPT

H A

S R

EQ

UIR

ED

**

MULTIPLE PIPE:

PIPES > 450:

= nOD + (n-1) OD/2 + 200

= OD + 200

WHERE n = NUMBER OF LINES

*


1


AND TECHNOLOGY

NOTES

1

GULLY PIT TREATMENT FOR PIPES GREATER THAN450 mm DIA.

ISSUED

SFR


20.01.17

/DS2014_005848

R0220-28 -

DIMENSION.

WHERE PIPES ENTER PIT ON A SKEW OD = HORIZONTAL SKEW5.

SEE R0220-45.


DEPTH OF PIT SHALL NOT EXCEED 3 500.3.







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DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

150 150

OD

150

150

100

.. .... .

...... .

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

.....

... .

...: . . . . .

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

..

.

. .. :

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

.

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

..

.

. .

......:

.

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

..

.

. .

......:

.

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

..

.

. .

......:

.

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

..

.

. .

......:

. ... .......

..

.........

... ..

. : .......... .......

..

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

... ..

. .. .......

..

........

... ..

00... . ......... .......

..

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

... ..

.

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

..

.

. .

..00.......:

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

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

..:......... ...

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

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

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

.. ... .... ....00...

....:......... ...

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

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

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

..00.......:

.

....

....... . 1

50

MIN. 450

OD

150

150

150

100

NATURAL SURFACE

.......

.

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

.

.......

..

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

.

..

. .....

.

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

.

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

.. ..

..

...

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

...

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

...

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

...

.......

..

.

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

....

..... ....

.

. ..

. ..

00

...

.

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

.

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

.. ..

..

..

.

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

..

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

.

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

.

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

.. ..

..

..

.

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

.

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

.. ..

..

..

.

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

.

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

.. ..

..

..

.

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

.

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

..

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

.. ..

... .

..

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

..

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

... ..

00.......: . .

. .......

..

........

... ..

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

..

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

... ..

.......: ......

.

.. ..

.

......

..

.

..

.

. ..

..

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

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

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

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

.. ... .... ....00..

...:........ ..

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

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

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

.. ... .... ....00..

...:........ ..

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

.. 00..

.....

.... ..... ..

7575 75

REFERENCE POINT

LOCATED.

BE CENTRALLY

REINFORCEMENT TO

POINT

REFERENCE

PLAN

2

--

(LID REMOVED)

FLO

W

FLOW

2

--

1

--

1

--

SECTION

NOT TO SCALE --

1

PRECAST CONCRETE COVER

MIN. OF 600.

OD + 200 WITH

ELEVATION



MIN. OF 600.

OD + 200 WITH

SECTION

NOT TO SCALE --

2


1


AND TECHNOLOGY

DRAINAGE JUNCTION BOX

NOTES

OTHERWISE.


DEPTH OF JUNCTION BOX NOT TO EXCEED 3500.6.

BELOW INLET INVERT.

AT RIGHT ANGLE CHANGE IN PIPE DIRECTION OUTLET INVERT TO BE 1505.


SIDE WALLS OF ALL PITS DEEPER THAN 1500 TO BE REINFORCED WITH4.

REFER TO THIS POINT:

LOCATION AND LEVEL OF JUNCTION BOX SHOWN IN THE DRAWINGS3.

OR SL81 MESH.

RODS AT 100 CENTRES, PLACED LONGITUDINALLY AND TRANSVERSELY;

PRECAST CONCRETE COVERS TO BE REINFORCED WITH 6 DIAMETER M.S.2.


1

ISSUED

SFR


20.01.17

/DS2014_005849

R0220-29 -




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AR

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E IN

CO

MPLETE IF C

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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

1740

460

820

INLET DEPRESSION

460

INLET DEPRESSION

1740

820

460

REFERENCE POINT 460460 690

150 690 150

990

150 150640

DEPT

H A

S R

EQ

UIR

ED.

150

460

REFERENCE POINT460

150

FLOW

150

460

150

FLOW

1380 2070 2760

2300 2990 3680

(D.G.) (T.G.) (Q.G.)

(D.G.) (T.G.) (Q.G.)

D

FLOW

80

INVERT LEVEL

MEDIAN INVERT

FLOW

100

D

FRAME

80

INLET DEPRESSION

GRATE LEVEL

100

100

FLOW

100

80

REFERENCE POINT

FRAME

DIA

90

2300

INVERT LEVEL

1680 2370 3060

1380 2070 2760

FLOW

MEDIAN FLOW

MEDIAN

SECTION

NOT TO SCALE --

1

SECTION

NOT TO SCALE --

2

PIT TYPES

M.G.Q.G. - MEDIAN GULLY PIT QUADRUPLE GRATE.

M.G.T.G. - MEDIAN GULLY PIT TRIPLE GRATE.

M.G.D.G. - MEDIAN GULLY PIT DOUBLE GRATE

M.G.S.G. - MEDIAN GULLY PIT SINGLE GRATE.

1

--

1

--

2

--

2

--

PLANPLAN

2

--

2

--

SECTION

NOT TO SCALE --

3

3

--

3

--

2

--

2

--


1


AND TECHNOLOGY

DEPRESSED MEDIAN GULLY PITS

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005850

R0220-30 -

FOR DETAILS OF FRAME AND GRATE SEE R0220-33.10.

DEPTH OF PIT NOT TO EXCEED 3500 mm.9.

PROVIDE SUBSOIL DRAINS INTO PITS AS REQUIRED.8.

PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANIZED STEP IRONS.7.

LAYER OF SL82 MESH RETURNED 300 INTO BASE.

SIDEWALLS OF PITS DEEPER THAN 1500 TO BE REINFORCED WITH ONE6.

USE CONCRETE GRADE N25.5.

GALVANISED IN ACCORDANCE WITH AS 1650.

MATERIAL IN FRAMES AND GRATES TO BE MILD STEEL, HOT DIP4.

TO BE PROVIDED ON BOTH SIDES OF THE GULLY PIT.

WHERE THE GULLY PIT IS LOCATED IN A SAG, INLET DEPRESSIONS ARE3.

PIPES TO BE CONNECTED TO PIT IN ACCORDANCE WITH R0220-432.

INLET OUTLET PIPES TO BE LOCATED AS PER DRAINAGE PLANS.1.




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REV.

CONTACT DETAILS

DRAWING TO :




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EDMS No.STATUS

ISSUED

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

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

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

D + 200150

D

FRAME

FLOW

100

150

80

100

INLET DEPRESSION

GRATE LEVEL

460

INLET DEPRESSION

MEDIAN INVERT

FLOW

300

150

FLOW

150

1380

1680

DIA

150

FLOW

1740

REFERENCE POINT

820

460

460 1380

2300

460

200

MAX.

500

300 MIN.

MEDIAN INVERT

100

80

2300

90

REFERENCE POINT

FRAME

INVERT LEVEL

AT 100 CENTRES.

12 DIA. DEFORMED BARS

AT 200 CENTRES.

12 DIA. DEFORMED BARS

FLOW

MEDIAN

2

--

PLAN

2

--

1

--

1

--

SECTION

NOT TO SCALE --

1

DETAIL

NOT TO SCALE

A

--

SECTION

NOT TO SCALE --

2

1

-


1


AND TECHNOLOGY

NOTES

1

DEPRESSED MEDIAN GULLY PIT TYPE MGOS

ISSUED

SFR


20.01.17

/DS2014_005851

R0220-31 -

FOR DETAILS OF FRAME AND GRATE SEE R0220-3311.

MD.R11.B30.

PIT SHOWN IS DOUBLE GRATE. FOR OTHER PIT DIMENSIONS REFER TO10.







GALVANISED.

MATERIAL IN FRAMES AND GRATES TO BE MILD STEEL, HOT DIP4.



PIPES TO BE CONNECTED TO PIT IN ACCORDANCE WITH R0220-432.





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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

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DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

(FRAME IN PLACE GRATING REMOVED)

460

460820460

1740

460

690

1610

150 150

D/3

1 LENGTH OF PIPE (1.2 m)

200

D

DEPT

H

MEDIAN GRADE

150

100

150

1500

(REFE

R T

O C

ONSTR

UC

TIO

N P

LA

NS)

INTRUSIONS.

SMOOTH AND FREE FROM

INSIDE OF PIPES TO BE

WITH WET TO DRY EPOXY

CONNECT COLLAR TO PIPE

RUBBER RING JOINTS.

450 DIA. CLASS '2' PIPE

WHERE REQUIRED

DRAIN CLEANOUT

100 DIA. HOLE FOR

WHERE REQUIRED

DRAIN OUTLET

100 DIA. HOLE FOR

WET TO DRY EPOXY.

BONDED TO PIPE WITH

CONCRETE ENCASEMENT TO BE

50 mm COVER

2 LAYERS OF SL81 MESH

SECTION

NOT TO SCALE --

1

300 mm FROM PIPE

1 LAYER OF SL81 MESH

2

--

2

--

1

--

1

--

PLAN

(1.2 m)

SECTION

NOT TO SCALE --

2

(REFER R0220-30)

GULLY PITS

DEPRESSED MEDIAN(REFER R220-30)

GULLY PITS

DEPRESSED MEDIAN

1

-


1


AND TECHNOLOGY

NOTES

1

DMG PIT TO PIPE CONNECTION

ISSUED

SFR


20.01.17

/DS2014_005852

R0220-32 -

SUITABLE FOR SINGLE,DOUBLE,TRIPLE AND QUAD PITS (R0220-30).4.


TO THIS POINT:






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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

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DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

90 X 6 FRAME

3.5

6 43TYP

6TYP

6TYP

80

80

6TYP

10

89 X 89 X 6.5L

10 40 6

76 X 51 X 6.5L75 X 12 GRATING

TYP4 12

90 X 6 FLAT OF FRAME

820.

690 75 X 12 MAIN BARS

150

150

150

150

660

24 DIA. CROSS BARS

75 X 12 MAIN BARS

800

193.5 193.5200 200

20(18) TYP.

30

6660

75

90

690

OF FRAME

89 X 89 X 6.5 L

STIRRUP AT EACH CORNER.

150 X 50 X 6 DIA.SUIT FRAME

GRIND OFF TO

OF FRAME

89 X 89 X 6.5 L

SECTION

NOT TO SCALE --

4

PLAN OF FRAME

4

--

4

--

3

--

3

--

SECTION

NOT TO SCALE --

3

SECTION

NOT TO SCALE --

2

PLAN OF GRATE

(SEE NOTE 2)

SECTION

NOT TO SCALE --

1

2

--

2

--

1

--

1

--

GRATE

FRAME

DETAIL

1

-


1


AND TECHNOLOGY

STANDARD GULLY PIT DEPRESSED MEDIAN PITSGRATINGS AND FRAMES

STATED.



PROCEDURES.

THERE IS A PROBABILITY OF BLOCKAGE DUE TO MAINTENANCE

THERE IS NO PEDESTRIAN OR PEDAL CYCLIST MOVEMENTS AND WHERE

THE GRATING SHOWN ON THIS DRAWING IS TO BE USED ONLY WHERE2.



1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005853

R0220-33 -




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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

22

D

410

410

320

320

75 7575 75

75

SECTION

NOT TO SCALE --

1

2

--

2

-- SECTION

NOT TO SCALE --

2

1

--

1

--

PLAN(GRATE REMOVED)

D+150D

+100

45 45

1

-


1


AND TECHNOLOGY

STANDARD FOOTPATH GULLY PIT

AVAILABLE THROUGH SOURCING PROPRIETARY PRODUCTS.

DETAILS OF APPROPRIATE GRATING AND FRAME STRUCTURES ARE5.

STATED.





ON DESIGN PLANS.

LOCATION AND LEVEL OF REFERENCE POINT SHOWN2.

CONCRETE GRADE N251.

1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005854

R0220-34 -




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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

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DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

SUBSOIL DRAIN OUTLETS

100

LIFTING LUG

150

VARIABLE - MIN 762

60

100

75

60

VA

RIA

BLE - MIN 762

CLEAR OPENING

VARIABLE - MIN 762

150 100

152

150

180

150

OR SIMILAR; SIZED TO SUIT CONNECTING PIPES.

CAST IRON FRAME AND COVER, CLASS "D";

1

--

1

--

PLAN

SECTION

NOT TO SCALE --

1

HORIZONTAL.

CENTRALLY WITH MAIN BARS

STEEL MESH, SL92 PLACED

MINIMUM PIT SIZE

DEPTH

0 - 1200

1200 - 2400

OVER 2400 762 × 1600

MIN SIZE

762 × 762

762 × 1295

SINGLE

914 × 1295

762 × 1295

762 × 1600

CAST IRON FRAME & COVER SIZE

DOUBLE

762 × 762

914 × 914

914 × 1905

1

-


1


AND TECHNOLOGY

NOTES

TO THIS POINT:


INVERT LEVEL OF THE STORMWATER PIPES.

100 DIA. HOLE FOR SUBSOIL DRAIN OUTLETS TO BE LOCATED 100 ABOVE5.

ALL REINFORCEMENT LAPS TO BE 300 LONG.4.


PITS UP TO 3500 DEEP.

WALL THICKNESS AND REINFORCEMENT SHOWN SHALL APPLY TO ALL2.


1

INSPECTION PIT WITH SINGLE OR DOUBLE CAST IRONFRAME AND COVER

ISSUED

SFR


20.01.17

/DS2014_005855

R0220-35 -




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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

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DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

(GRATE NOT SHOWN)

150

150

100

150150

..

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

.

.......

..

..

..........

.

.

. ....

.

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

.

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

.. ..

..

...

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

...

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

...

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

...

.......

..

.

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

...

..... ....

.

. ..

. ..

00

...

.

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

.

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

.. ..

..

..

.

.......

..

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

.

. ..

. ..

00...

.

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

.

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

.. ..

..

..

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

.

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

.

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

.. ..

..

..

.

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

.

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

.. ..

..

..

.

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

.

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

.. ..

..

..

.

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

.

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

..

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

.. ..

... .

..

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

..

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

... ..

00.......: . .

. .......

..

........

... ..

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

..

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

... ..

.......: ......

.

.. ..

.

......

..

.

..

.

. ..

..

..

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

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

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

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

.. ... .... ....00. ...

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

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

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

.. ... .... ....00. ...

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

.. 00

.....

.... ..... ..

...

.....

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

..

.. .

...: . .

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

..

.

. ..

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

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

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

.....

..

. .

. .

...: .

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

..

.

. .

......:

....... .

.

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

..

.

. .

......:

.

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

..

.

. .

......:

.

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

..

.

. .

......:

.

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

..

.

. .

......:

. ... .......

..

.........

... ..

. : .......... .......

..

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

... ..

. .. .......

..

.......

... ..

00... . ......... .......

..

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

... ..

.

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

..

.

. .

..00.......:

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

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

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

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

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

.. ... .... ....00 ...

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

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

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

..00 .

OD

100

150

150

150

..

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

........2

30

15

REFERENCE POINT

.....

.........

00

....

.

MIN. 450

GALVANISED SURCHARGE PIT COVER

. ....

..

...... ....

................ 2

30

15

REFERENCE POINT

OR NATURAL SURFACE

INLET DRAIN INVERT

CLE

AR

135

CLE

AR

135

OD

....

.........

......

........



*

*

ELEVATION

*

*

*SECTION

NOT TO SCALE --

1 SECTION

NOT TO SCALE --

2

INTERNAL PIT OPENING SIZE

1200 mm ×

900 mm ×

900 mm ×

600 mm ×

600 mm ×

1200 mm

1200 mm

900 mm

900 mm

600 mm

SPECIAL SURCHARGE PIT COVER.

LARGER PIT SIZES REQUIRE

1

--

1

--

PLAN

2

--

2

--

POINT

REFERENCE


1


AND TECHNOLOGY

NOTES

OTHERWISE.


DEPTH OF JUNCTION BOX NOT TO EXCEED 3500.5.

BELOW INLET INVERT.

AT RIGHT ANGLE CHANGE IN PIPE DIRECTION OUTLET INVERT TO BE 1504.

ONE LAYER OF SL82 MESH RETURNED 300 INTO BASE.

SIDE WALLS OF ALL PITS DEEPER THAN 1500 TO BE REINFORCED WITH3.

TO THIS POINT:

LOCATION AND LEVEL OF INLET SUMP SHOWN IN THE DRAWINGS REFER2.


1

INLET SUMP WITH RAISED STEEL GRATE

ISSUED

SFR


20.01.17

/DS2014_005856

R0220-36 -




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AR

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OLO

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

(COVER REMOVED)

O.D.+500

( 00 )

850

200

200

600 15075

150 O.D.

150

+200

TYPE B=2000

350

TYPE B=1350

150

TYPE A=950

75

TYPE A=1200 TYPE A=1200

TYPE B=2000

350

TYPE A=950

TYPE B=1350

100

75

O.D.

850

180150

MIN.

450

225

RE

QUIR

ED

DEPT

H A

S

450

(2000)

600

450

950

75

OD+200

375

REQUIRED

OUTLET WHERE

SUBSURFACE DRAIN

100 DIA. HOLE FOR

AT SIDE).

TRANSITIONS ENTER

WHERE TYPE A OR B DRAIN

(ADJUST LOCATION AS REQUIRED

SUPPLIED BY SUPERINTENDENT.

WHERE REQUIRED. CAP TO BE

SUBSURFACE DRAIN CLEANOUT

100 DIA. HOLE FOR

OPENINGS GREATER THAN 375 DEEP.

25 DIA. GALV. HORIZONTAL BAR TO

25 DIA. GALV. HORIZONTAL BAR.

R 10 GALV. LIFTING BAR.

RECESS 75 X 25 TO CONTAIN

CATCH DRAINS (TYPES A AND B)

TO TAKE TRANSITION FROM LINED

INCREASE SIDE OPENING DEPTH TO 450

GULLY PIT

TYPE IS1

DRAIN

LINED CATCH

SECTION

NOT TO SCALE --

1 SECTION

NOT TO SCALE --

2

*

*

SECTION

NOT TO SCALE --

3

TYPE B=475

TYPE A=375

TYPE B=440

TYPE A=340

SECTION

NOT TO SCALE --

5

( 00 )

SECTION

NOT TO SCALE --

3

TRANSITION


FROM LINED CATCH DRAINS (TYPES A & B)

TYPE B=475

TYPE A=375

TYPE B=500

TYPE A=300

TRANSITION

TO FRONT OPENING PIT (LENGTH = 2000)

FROM LINED CATCH DRAINS (TYPES A & B)

DRAIN

LINED CATCH

SECTION

NOT TO SCALE --

4

(1000)

SECTION

NOT TO SCALE --

4

(1000)

(2000)

SECTION

NOT TO SCALE --

5

1

--

1

--

2

--

2

--

PLAN COVER

REINFORCED WITH SL81 CENTRALLY PLACED

DETAIL OF ALTERNATE INLET ARRANGEMENT

ONE INLETTWO INLETS


1


AND TECHNOLOGY

INLET SUMP I.S. 11

NOTES

ISSUED

SFR


20.01.17

/DS2014_005857

R0220-37 -

R0220-42.

FOR TEMPORARY LID DETAIL WHERE SPECIFIED SEE DRAWING8.







SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO BE REINFORCED2.

THIS POINT:





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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

TRANSITION

LINED CATCH DRAIN

225

1125

700

1000

225

LIFTING HOOKS.


LINED CATCH DRAIN

DEPT

H A

S R

EQ

UIR

ED

(MA

X. 4500)

150

150

1125

825

150 150

PIPE

700

1000

100

150

300

150

O.D.

O.D.+ 200

TYPE A - 1200

TYPE B - 2000

150

150

350

TYPE B - 1350

TYPE A - 950

130

110

80

350

300

40

40

175

REFERENCE POINT.

25 DIA MS GI ROD.

MAX.

30

500

1000

700

350

200


FROM LINED CATCH DRAINS (TYPE A & B)

(WHEN HAUNCHED 2 WAYS).

BARS AT 100 CENTRES

12 DIA 410Y REINFORCEMENT

GULLY PIT

TYPE IP4

DRAINS WHERE REQUIRED.

PROVIDE HOLES FOR SUBSURFACE

TRANSITION

LINED PATCH DRAIN

350X700 TO RECEIVE

PROVIDE OPENING

GALVANISED ROD.

25 DIA. MILD STEEL

LIFTING HOOKS AT 500 CENTRES.

2/16 DIA GALVANISED

2

--

2

--

PIT DETAILS

PLAN

1

--

1

--

( 00 )

(1000)

3

--

3

--

4

--

4

--

(2000)

5

--

5

--

SL81 MESH

SECTION

NOT TO SCALE --

1


SECTION

NOT TO SCALE --

2


*

SECTION

*WHERE n = NUMBER OF LINES

MULTIPLE PIPES = n(OD)((n-1)(OD/2))+200

PIPES ≥ 450 = OD + 200

*

RETURNED 300 MIN.

RL1218 MESH

( 00 )

SECTION

NOT TO SCALE --

3

TRANSITION

(1000)

SECTION

NOT TO SCALE --

4

(2000)

SECTION

NOT TO SCALE --

5

1

-


1


AND TECHNOLOGY

ALL STEEL TO HAVE MIN. 50 COVER.8.





SIDE WALLS OF PITS BETWEEN 3500 AND 4500 ARE TO BE REINFORCED4.


SIDE WALLS OF PITS BETWEEN 1500 AND 3500 ARE TO BE REINFORCED3.

TO THIS POINT:

LOCATION AND LEVEL OF INSPECTION PIT SHOWN IN DRAWINGS REFER2.


1

INSPECTION PIT (IP 4) WITH LINED TYPE (A & B)CATCH DRAIN INLET

NOTES

ISSUED

SFR


20.01.17

/DS2014_005858

R0220-38 -




A3


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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

150

MA

X. D

EPT

H T

O IN

VE

RT 5000

INVERT 300

LAP

75

NATURAL

7575

300 MIN. A

BS

OLU

TE

500 MIN. D

ESIR

ABLE

SURFACE LEVEL

150

(LID REMOVED)

'A'

DIA

'A' 150

100

DIA

PROVIDE CONCRETE LID

100

3

--

3

--

PLAN

SECTION

NOT TO SCALE --

3

PIT DIMENSIONS

INLET / OUTLET DIA + 200 'A' REINF. IN WALLS/SLAB

SL82 WITH STEP IRONS.

OVER 1200 PROVIDE

REQUIRED.

REINFORCEMENT

THAN 1200 NO

DEPTH TO INVERT LESS450 735

525 810

600 900

750 1065

900 1230

1050 1395

1200 1560

REINFORCED WITH SL82

REINFORCEMENT DETAIL

1

-


1


AND TECHNOLOGY

NOTES

PLUS 200.

DIMENSIONS DETERMINED BY LARGEST OUTSIDE PIPE DIMENSION

SIDE DIMENSIONS WILL VARY WITH UNEQUAL PIPE SIZES I.E. SIDE2.

CONCRETE STRENGTH N25.1.

DETAIL OF INSPECTION PIT

ISSUED

SFR


20.01.17

/DS2014_005859

R0220-39 -




A3


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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

1380

1680

300

PREFORMED SEATING PROFILE

300

1050 DIA. SHAFT.

2000 X 2000 X 300 BASE

500

STEP IRONS

ALL OUTLET PIPES

SURROUND TO

N25 CONCRETE

ALL OUTLET PIPES

N25 CONCRETE SURROUND TO

TYPE 1 MANHOLE

DETAIL

NOT TO SCALE

A

--

DETAIL

NOT TO SCALE

B

--

MEDIAN GULLY PIT

DOUBLE GRATE

ROOF SLAB

200

EACH WAY

Y12-200

SL82 MESH

TO INLET PIPE

FILTER FABRIC AND LAID ADJACENT

3.0 m LONG ENCLOSED IN TUBULAR

100 DIA. SLOTTED PLASTIC PIPE

600 kPa SAFE BEARING


1


AND TECHNOLOGY

MANHOLE - TYPE 11

ISSUED

SFR


20.01.17

/DS2014_005860

R0220-40 -

NOTES

GREATER THAN 600 mm DIA.

DEPTH NOT GREATER THAN 6.0 m INLET AND OUTLET PIPES NOT19.

STATED.


GRATING PATTERNS AND BAR SIZES MAY VARY BUT SHALL BE CLASS D18.

"S/S" TO BE STAINLESS STEEL GRADE 316 OR SIMILAR.

NOTED OTHERWISE. ALL MASONRY ANCHORS AND BOLTS NOTED AS

ETC. AND STRUCTURES TO BE SUPPLIED HOT DIP GALVANISED UNLESS

ALL METAL INSERTS, FITTINGS, GRATES, HANDRAILS, LADDERS, BOLTS17.

TO AVOID DIFFERENTIAL LOADING.

SIMULTANEOUSLY AROUND THE CIRCUMFERENCE OF THE STRUCTURE

WINGWALLS" WHERBY LAYERS ARE ADDED AND COMPACTED

"BACKFILLING AND COMPACTION AGAINST THE SIDES OF CULVERTS AND

BACKFILLING PROCEDURE SHALL CONFORM TO THE SPECIFICATION FOR

SPECIFICATIONS. BACKFILL SHALL BE A SELECTED BACKFILL AND THE

PROCEDURES AND SPECIFICATIONS AS DEFINED BY THESE

PERFORMED IN ACCORDANCE WITH ESTABLISHED SITE CONTRACT

BACKFILLING AROUND SIDES OF MANHOLE CHAMBERS TO BE16.

FOR DETAILS OF GULLY PITS REFER TO R0220-30.15.

GULLY PIT GRATES AND PIPES.

LENGTH AND LOCATION OF PRECAST UNITS TO SUIT INVERT LEVELS OF14.

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

SMOOTH WITH EPOXY MORTAR,PREPARED AND APPLIED IN

MANHOLE CHAMBER JOINTS TO BE INTERNAL FLUSH JOINTS, MORTARED13.

OF 15 mm.

CONCRETE GRADE N50 WITH MINIMUM COVER TO REINFORCEMENT

PRECAST MANHOLE CHAMBERS TO BE MANUFACTURED USING12.

CONSTRUCTED IN ACCORDANCE WITH AS 4058.

CONTINUOUS CIRCULAR REINFORCED CONCRETE PIPES DESIGNED AND

PRECAST MANHOLE CHAMBERS TO BE CONSTRUCTED FROM CLASS 211.

COVER TO REINFORCEMENT FOR INSITU CONCRETE TO BE 75 mm.10.

PIPES TO BE CONCRETE GRADE N25.

CONCRETE BACKFILL/REINFORCEMENT AROUND INLET AND OUTLET9.

MATERIAL OF SAFE BEARING CAPACITY OF 600 kPa.

CONCRETE GRADE N25. BASE SLABS TO BE CONSTRUCTED IN NATURAL

CONCRETE BASE SLAB, ROOF SLAB AND MANHOLE/GULLY PIT TO BE8.

WIDE FIXED INTO REINFORCED CONCRETE CHAMBER.

STANDARD STEP IRONS TO BE GALVANISED MALLEABLE CAST IRON 3007.

REINFORCEMENT.

PLASTER INTERIOR OF OUTLET INCLUDING EXPOSED PIPE6.

RING JOINT IN THE CONCRETE SURROUND.

INCLUDE IN THE CONCRETE SURROUND. DO NOT ENCLOSE THE RUBBER

AT OUTLET, TURN EXPOSED CHAMBER REINFORCEMENT OUT AND5.

RESIN MORTAR OR MAGNESIUM PHOSPHATE CEMENT MORTAR.

FILL REMAINING GAP WITH AN EPOXY RESIN MORTAR, POLYESTER4.

PIPE REINFORCEMENT AND CONNECT REINFORCEMENT BY WELDING.

CUT EXPOSED CHAMBER REINFORCEMENT AT INLET TO LAP WITH INLET3.

(MINIMUM 300 mm TO TOP OR BOTTOM OF UNIT).

APPROPRIATE HOLES TO BE CUT INTO MANHOLE CHAMBER SECTIONS2.

REINFORCEMENT.

REINFORCEMENT LEFT EXPOSED AND CUT TO LAP INTO CHAMBER

CUT INLET AND OUTLET PIPES TO BE SHAPED AROUND MANHOLE WITH1.




A3


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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

TYPE 3 MANHOLE

1380

1680

300 MINIMUM

400

300

Y16-200

2500 X 2500 X 400 BASE

EACH WAY

PREFORMED SEATING PROFILE

1800 DIA. SHAFT.

600 KPA SAFE BEARING

500

STEP IRONS

TO INLET PIPE

FILTER FABRIC AND LAID ADJACENT

3.0M LONG ENCLOSED IN TUBULAR

100 DIA. SLOTTED PLASTIC PIPE

ALL OUTLET PIPES

N25 CONCRETE SURROUND TO

ALL OUTLET PIPES

SURROUND TO

N25 CONCRETE

GULLY PIT

DOUBLE GRATE MEDIAN

ROOF SLAB

200

DETAIL

NOT TO SCALE

A

--DETAIL

NOT TO SCALE

B

--

SL82 MESH


1


AND TECHNOLOGY

MANHOLE - TYPE 31

ISSUED

SFR


20.01.17

/DS2014_005861

R0220-41 -

NOTES

GREATER THAN 900 mm DIA.

DEPTH NOT GREATER THAN 6.0 m INLET AND OUTLET PIPES NOT19.

STATED.


GRATING PATTERNS AND BAR SIZES MAY VARY BUT SHALL BE CLASS D18.

"S/S" TO BE STAINLESS STEEL GRADE 316 OR SIMILAR.

NOTED OTHERWISE. ALL MASONRY ANCHORS AND BOLTS NOTED AS

ETC. AND STRUCTURES TO BE SUPPLIED HOT DIP GALVANISED UNLESS

ALL METAL INSERTS, FITTINGS, GRATES, HANDRAILS, LADDERS, BOLTS17.

TO AVOID DIFFERENTIAL LOADING.

SIMULTANEOUSLY AROUND THE CIRCUMFERENCE OF THE STRUCTURE

WINGWALLS" WHERBY LAYERS ARE ADDED AND COMPACTED

"BACKFILLING AND COMPACTION AGAINST THE SIDES OF CULVERTS AND

BACKFILLING PROCEDURE SHALL CONFORM TO THE SPECIFICATION FOR

SPECIFICATIONS. BACKFILL SHALL BE A SELECTED BACKFILL AND THE

PROCEDURES AND SPECIFICATIONS AS DEFINED BY THESE

PERFORMED IN ACCORDANCE WITH ESTABLISHED SITE CONTRACT

BACKFILLING AROUND SIDES OF MANHOLE CHAMBERS TO BE16.

FOR DETAILS OF GULLY PITS REFER TO R0220-30.15.

GULLY PIT GRATES AND PIPES.

LENGTH AND LOCATION OF PRECAST UNITS TO SUIT INVERT LEVELS OF14.

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

SMOOTH WITH EPOXY MORTAR,PREPARED AND APPLIED IN

MANHOLE CHAMBER JOINTS TO BE INTERNAL FLUSH JOINTS, MORTARED13.

OF 15 mm.

CONCRETE GRADE N50 WITH MINIMUM COVER TO REINFORCEMENT

PRECAST MANHOLE CHAMBERS TO BE MANUFACTURED USING12.

CONSTRUCTED IN ACCORDANCE WITH AS 4058.

CONTINUOUS CIRCULAR REINFORCED CONCRETE PIPES DESIGNED AND

PRECAST MANHOLE CHAMBERS TO BE CONSTRUCTED FROM CLASS 211.

COVER TO REINFORCEMENT FOR INSITU CONCRETE TO BE 75 mm.10.

PIPES TO BE CONCRETE GRADE N25.

CONCRETE BACKFILL/REINFORCEMENT AROUND INLET AND OUTLET9.

MATERIAL OF SAFE BEARING CAPACITY OF 600 kPa.

CONCRETE GRADE N25. BASE SLABS TO BE CONSTRUCTED IN NATURAL

CONCRETE BASE SLAB, ROOF SLAB AND MANHOLE/GULLY PIT TO BE8.

WIDE FIXED INTO REINFORCED CONCRETE CHAMBER.

STANDARD STEP IRONS TO BE GALVANISED MALLEABLE CAST IRON 3007.

REINFORCEMENT.

PLASTER INTERIOR OF OUTLET INCLUDING EXPOSED PIPE6.

RING JOINT IN THE CONCRETE SURROUND.

INCLUDE IN THE CONCRETE SURROUND. DO NOT ENCLOSE THE RUBBER

AT OUTLET, TURN EXPOSED CHAMBER REINFORCEMENT OUT AND5.

RESIN MORTAR OR MAGNESIUM PHOSPHATE CEMENT MORTAR.

FILL REMAINING GAP WITH AN EPOXY RESIN MORTAR, POLYESTER4.

PIPE REINFORCEMENT AND CONNECT REINFORCEMENT BY WELDING.

CUT EXPOSED CHAMBER REINFORCEMENT AT INLET TO LAP WITH INLET3.

(MINIMUM 300 mm TO TOP OR BOTTOM OF UNIT).

APPROPRIATE HOLES TO BE CUT INTO MANHOLE CHAMBER SECTIONS2.

REINFORCEMENT.

REINFORCEMENT LEFT EXPOSED AND CUT TO LAP INTO CHAMBER

CUT INLET AND OUTLET PIPES TO BE SHAPED AROUND MANHOLE WITH1.




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CO

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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

'X''Y'

SF3 = 400

SF1 = 975

SF3 = 2580

SF1 = 1050

LID

HOOKS AT 500 CENTRES

2/16 DIA. GALVANISED LIFTING

HOOKS AT 500 CENTRES

2/16 DIA. GALVANISED LIFTING

REINFORCEMENT AS1304 F81

TOP OF KERB

PAVEMENT

DESIGN SURFACE

ASPHALTIC CONCRETE

2600

50

150

10 CLEARANCE

ASPHALTIC CONCRETE

DESIGN

PAVEMENT

SURFACE

150

50

PIT WALLS

PIT WALLS

10 CLEARANCE

BITUMINOUS FELT STRIP

40

40

SF3 = 500

SF1 = 250

REINFORCEMENT SL81


1


AND TECHNOLOGY

DIMENSIONS 'X' AND 'Y' TO SUIT ULTIMATE PIT TYPE.2.

CONCRETE GRADE N251.

NOTES

1

TEMPORARY LIDS FOR DRAINAGE PITS

ISSUED

SFR


20.01.17

/DS2014_005862

R0220-42 -




A3


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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

X# X#

RUBBER RING JOINT

CONCRETE PIT

EXPANSION JOINT FILLER.

CLOSED CELL POLYETHYLENE

EXPANSION JOINT FILLER.

CLOSED CELL POLYETHYLENE

1200 mm FOR PIPE DIA. OVER 450 mm

600 mm FOR PIPE DIA. UP TO 450 mm#


1


AND TECHNOLOGY

PIT TO PIPE CONNECTION1

ISSUED

SFR


20.01.17

/DS2014_005863

R0220-43 -




A3


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30

35

40

45

50m

m O

N A

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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

INVERT SLAB

CULVERT

BOX

PRECAST

CULVERT

BOX

PRECAST

INVERT SLAB

FROM INTRUSIONS.

TROWELLED SMOOTH AND FREE

FACE OF CULVERT SHALL BE

AT 200 CENTRES

12 mm DIA BARS

12 mm DIA BARS

BONDING AGENT.

PAINTED WITH AN APPROVED EPOXY

SURFACE SHALL BE SCABBLED AND

AND BARS HELD IN PLACE WITH EPOXY.

PRECAST UNIT SHALL BE DRILLED

PRECAST BOX CULVERT CROWN UNIT

250 250

SUPPORT BLOCK, CONCRETE N25

300 125

300

12 mm BARS AT 150 C/C

ELEVATION

SIDE ELEVATION

AT 150 CENTRES

12 mm DIA BARS


1


AND TECHNOLOGY

NOTES

BLOCK.

PRECAST BOX WILL BE EXPOSED CUT AND BENT INTO THE SUPPORT

WHERE THE PIPE IS TO BE CONNECTED, STEEL REINFORCEMENT IN THE1.

1

DETAILS OF PIPE CONNECTION TO PRECAST BOXCULVERT

ISSUED

SFR


20.01.17

/DS2014_005864

R0220-44 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

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THIS D

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

SECTION

NOT TO SCALE --

1

1

--

1

--

PLAN

24 DIA. BAR

50

40

75

75

25

10

WALL.

FACE OF

150

OF COVER

UNDERSIDE

MAX 350

MIN 250

MAX 350

MIN 250200

STEP IRON DETAILS

MIN.

200

MAX 500 mm

MIN 300 mm

STEP-UP

MAX 600 mm

STEP-DOWN


1


AND TECHNOLOGY

INDIVIDUAL-RUNG LADDER (STEP IRONS)FOR DRAINAGE PITS

NOTES

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.7.

THE MANUFACTURERS SPECIFICATIONS.

INDIVIDUAL-RUNG LADDERS MUST BE INSTALLED IN ACCORDANCE WITH6.

(OR APPROVED ALTERNATIVE) MAY BE USED.

PROPRIETARY PLASTIC ENCAPSULATED INDIVIDUAL-RUNG LADDERS5.

BE HOT DIP GALVANISED AFTER FABRICATION.

INDIVIDUAL-RUNG LADDERS MUST HAVE SHARP EDGES ROUNDED AND4.

INDIVIDUAL-RUNG LADDERS MUST COMPLY WITH AS1657.3.

DESIRABLY ON ONE OF THE LONG SIDES OF THE PIT.●DESIRABLY ON A WALL WITHOUT PIPE OPENINGS.●DIRECTLY BELOW THE OPENING OF THE COVER.●

INDIVIDUAL-RUNG LADDERS MUST BE LOCATED:2.

LADDERS.

PITS DEEPER THAN 600 mm MUST BE FITTED WITH INDIVIDUAL-RUNG1.

1

ISSUED

SFR


20.01.17

/DS2014_005866

R0220-45 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

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WIN

G M

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AR

ED IN C

OLO

UR A

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

SECTION

NOT TO SCALE --

1

1

--

1

--

END OF PIPE ENCASED IN CONCRETE.

2 PIECE ELBOW [90°]

MOUNTABLE KERB

SLOTTED DRAIN

BEDDING

LEAN GROUT BACKFILL &

SUPERELEVATED PAVEMENT PAVEMENT

KERB TYPE SF

PRECAST COVER

CORRUGATED STEEL PIPE

[ LEAN GROUT TO BE USED FOR BEDDING & BACKFILL ]

45 mm SLOTTED DRAIN WITH 150 mm GRATE DEPTH.25

330

75

650

25

600150 150CO

VE

R 750 m

m

MIN PIP

E

STEEL PIPE

300 CORRUGATED

Ø 6 mm MILD STEEL RODS 2 AT 100 CENTRES BOTHWAYS

150

L = L

EN

GT

H A

S R

EQ

UIR

ED

600

150

25

650

25

PLAN

[COVER REMOVED]

ISOMETRIC VIEW

1

-


1


AND TECHNOLOGY

SLOTTED MEDIAN DRAINS

NOTES

FOR USE WITH FLEXIBLE PAVEMENT ONLY.8.

ALL REINFORCEMENT LAPS 300 mm LONG.7.

MEDIAN WIDTH AS SHOWN IS FOR MINIMUM CONDITIONS.6.


IRONS.

PITS DEEPER THAN 1200 mm TO BE FITTED WITH GALVANISED STEP4.


WITH ONE LAYER OF SL82 MESH RETURNED 300 mm INTO BASE.


CONCRETE GRADE N25 AT 28 DAYS.1.

1

ISSUED

SFR


20.01.17

/DS2014_005867

R0220-46 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

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

SECTION

NOT TO SCALE --

1

1

--

TYPE SF

MONTABLE KERB

FILL MATERIAL

ASPHALTIC CONCRETE

TRAFFIC

TRAFFIC

0.3 mR

1.0 mR

45°

160

RE

QUIR

ED

WID

TH A

S

PLAN

1

--

ISOMETRIC VIEW

160

1


1


AND TECHNOLOGY

BREAK IN MEDIAN FOR DRAINAGE

LOCATION AS INDICATED ON PLANS.1.

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005868

R0220-47 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

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THIS D

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WIN

G M

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

SECTION

NOT TO SCALE --

1

1

--

1

--

(WITHOUT GRATE)GRATE ATTACHMENT

STRIP DRAIN

470280

VAR.

WIDTH

CONC. CAP

REFERENCE POINT

5825

3

STEEL FRAME. (GALVANISED)

GENERAL ARRANGEMENT

2500

PR

EC

AST D

RAIN L

EN

GT

H

DRAIN CROSS SECTION

320

50

70

280

70

450

75

PIPE CULVERT

PIPE CULVERT

65 150 65

ROAD

PAVE

MEN

T

(GRATE NOT SHOWN)

PRECAST PAVEMENT BOX DRAIN

POINT

REFERENCE

BOX DRAIN

PAVEMENT

PRECAST

IN BASE.

OPENING JOINT.

EXPANSIONLOCKING DEVICE.

GRATE TO HAVE SUITABLE

(REFER AS3996)

CLASS 'D' GRATE

WALL.

DRAIN

BOX DRAIN.

PRECAST PAVEMENT

TO SHELF DRAIN.

PIT CUTOUT

PIT ONLY.

CUTOUT OVER

BASE OF DRAIN

PIT.

DRAINAGE

PLAN

(LID NOT SHOWN)

Ø 750 STORMWATER PIT

Ø 50 DRAIN HOLE

PERSPECTIVE VIEW

PAVEMENT

CONCRETE

REINFORCED

Ø 50 DRAIN HOLE

Ø 750 LID

Ø 750 STORMWATER PIT

A

--

STABILIZED PAVEMENT

Ø 750 STORMWATER SHAFT

B

-


1

-

1


AND TECHNOLOGY

1

PRECAST PAVEMENT BOX DRAIN

ISSUED

SFR


20.01.17

/DS2014_005869

R0220-48 -




A3


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

POLYURETHANE FOAM

COLLAR

REINFORCED CONCRETE

RUBBER BAND

NEW RCP EXTENSIONSTRENGTH)

(DEEMED SUITABLE

EXISTING RCP

MIN 600

MIN 300

COLLAR

REINFORCED CONCRETE

NEW RCP EXTENSIONEXISTING RCP

TO EXISTING PIPE LEVEL

INVERT LEVEL EQUAL

STEEL WITH EPOXY

AND TREAT EXPOSED

CUT PIPE ENDS SQUARE

SECTION

NOT TO SCALE --

1

1

--

1

--

RUBBER BAND

COLLAR

REINFORCED CONCRETE

FOAM

POLYURETHANE

SEE NOTE 7

SECTION

NOT TO SCALE --

2

PLAN

2

--

2

--


NOTES

ZONE.

TO BACKFILL THE VOID UNDER THE COLLAR TO THE TOP OF HAUNCH

FLOWABLE FILL IN ACCORDANCE WITH R11 AND AS3725 MUST BE USED7.

BACKFILL MATERIAL TO BE AS SPECIFIED IN RMS R11 SPECIFICATION.6.

PROVIDE 25mm ALL ROUND FOR POLYURETHANE FOAM.

CONCRETE COLLAR SIZE MUST BE TWO SIZES ABOVE THE NEW PIPE TO5.

THE EXISTING PIPE DIAMETER.

NEW EXTENSION PIPE DIAMETER MUST BE EQUAL TO OR LARGER THAN4.

MUST BE CLASS 4.

CONCRETE COLLAR MUST COMPLY WITH RMS R11 SPECIFICATION AND3.

RUBBER BAND MUST COMPLY WITH AS 1646.2.

STORMWATER DRAINAGE SPECIFICATION.

FOUNDATION AND TRENCH BASES MUST COMPLY WITH RMS R111.

1

-

1


AND TECHNOLOGY

CONCRETE PIPE EXTENSION

1

ISSUED

SFR


20.01.17

/DS2014_005870

R0220-49 -




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

SECTION

NOT TO SCALE --

1

1

--

1

--

OUTLET

150 850 150

INLET OUTLET

850150 150

INLET

JOINTS

1500

CHANNEL INVERT

CHANNEL TRANSITION

SA

KERB

JOINTS

210

1500

CHANNEL TRANSITION

SA

KERB

JOINTS

SA

KERB

1500

CHANNEL TRANSITION

CHANNEL INVERT

SA2 2000

JOINTS

150R.150

210

1500

CHANNEL TRANSITION

DIRECTION OF FLOW

SA

KERBSA3 3000

100

BACK OF

OFLINE

LINE OF

REFERENCE POINT

JOINTS

LIP

INVERT

KERB

JOINTS

BACK OF

OFLINE

LINE OF

REFERENCE POINT

JOINTS

LIP

INVERT

KERB

JOINTS

WHERE SPECIFIED.

SEDIMENTATION CONTROL

TO BE PROVIDED FOR

ADDITIONAL 300 BELOW INVERT

(TYPICAL ALL PITS).



WHERE SPECIFIED.

SEDIMENTATION CONTROL

TO BE PROVIDED FOR


(TYPICAL ALL PITS).



TYPE SA1

4

2

4

2

PLAN

4

2

2

--

4

2

2

--

PLAN

SECTION

NOT TO SCALE --

2

5

2

5

2

6

2

6

2

200

TYPES SA2 AND SA3

CHANNEL

CHANNEL CHANNEL

CHANNEL

2

-


1


AND TECHNOLOGY

GULLY PIT TYPE SAADJACENT TO CONCRETE PAVEMENT

NOTES

2

ISSUED

SFR


20.01.17

/DS2014_005871

R0220-50 -


BELOW INLET INVERT.

AT RIGHT ANGLE CHANGE IN PIPE DIRECTION, OUTLET INVERT TO BE 1509.

FOR PITS WITH PIPE DIAMETER GREATER THAN 450MM SEE R0220-28.8.

FOR DETAILS OF FRAME AND GRATE SEE R0220-05.7.

TO THIS POINT:


OTHERWISE.





SIDE WALLS OF PITS DEEPER THAN 1500 ARE TO BE REINFORCED WITH2.





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

OUTLET

850150 150

INLET

180

150

150100

560

25 RAD.

150

180

150

410

100

25 RAD.

2000

1500

100

CHANNEL TRANSITION

SA

DIRECTION OF FLOW

CHANNEL INVERT

JOINTS

KERB

150

210

200

2000 1500

100 R.150

CHANNEL TRANSITION

JOINTS

100

DIRECTION OF FLOW

SA

KERB


150

750 150


BACK OF

OFLINE

LINE OF

JOINTS

REFERENCE POINT

LIP

INVERT

KERB

JOINTS

FOOTPATH

OD

DEPT

H A

S R

EQ

UIR

ED.

CHANNEL INVERT

60 DEPRESSION AT GRATING500

LIP

LIN

E

REFERENCE POINT

300 MIN.

CONCRETE BASE

CONCRETE SUBBASE

200

CONTROL WHERE SPECIFIED.

TO BE PROVIDED FOR SEDIMENTATION


CONTROL WHERE SPECIFIED.

TO BE PROVIDED FOR SEDIMENTATION


WHERE REQUIRED.

SUBSOIL DRAIN

100 DIA. HOLES FOR

MORTAR BED.

SET IN 5 CEMENT

PRE-CAST LINTEL

GREATER THAN 450 DIA.

OD +200 FOR PIPES

LINTEL.

PRE-CAST CONCRETE

TYPE SAS

4

--

4

--

PLAN

3

--

3

--

A

--SEE DETAIL

*

*

RETURN MINIMUM 300.

SL1218 MESH

SECTION

NOT TO SCALE --

3 DETAIL

NOT TO SCALE

A

--

SECTION

NOT TO SCALE --,1

4

SECTION

NOT TO SCALE --,1

5 SECTION

NOT TO SCALE --,1

6

5

--

5

--6

--

6

--

CHANNEL

CHANNEL

2

-


2


AND TECHNOLOGY

GULLY PIT TYPE SAADJACENT TO CONCRETE PAVEMENT

2

ISSUED

SFR


20.01.17

/DS2014_005871

R0220-50 -



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

SECTION

NOT TO SCALE --

22

--

2

--

765

TYP.

TYP.6

6

6TYP.

TYP.6

WELDING DETAILS

6


100 X 6 P X 450L

150

60

6

60

150

90

90

830

90

860

90

765

DIA. STIRRUP

100 X 50 X 6

ELEVATION

390 390

12°

12°

765

PLAN

FRAME

1

--

1

--

ELEVATION

GRATEPLAN

SECTION

NOT TO SCALE --

1

12°

370 370

720

JOINT DETAIL

FRAME

FRAME ASSEMBLY

SEE DETAIL

WELDED TO FRAMES

ANCHOR PLATE TO BE

A

--

DETAIL

NOT TO SCALE

A

--

A

--SEE DETAIL

WELDED

2 FRAMES TO BE

1

-


1


AND TECHNOLOGY

STANDARD GULLY PIT TYPE SBGRATINGS AND FRAMES

STATED.





NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005872

R0220-51 -




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

SECTION

NOT TO SCALE --

4

4

--

4

--

150

FLOW

150

150

FLOW

100

80

REFERENCE POINT

FRAME

90

2560

INVERT LEVEL

460

INLET DEPRESSION

1610

690

FLOW

MEDIAN

460

REFERENCE POINT460 460

3.5

6 43TYP

6TYP

6TYP

80

80

6TYP

10

GRIND OFF TO

SUIT FRAME

89 X 89 X 6.5L

10

40

6

76 X 51 X 6.5L

TYP4 12

90 X 6 FLAT OF FRAME

820.

690

STIRRUP AT EACH CORNER.

150 X 50 X 6 DIA.

89 X 89 X 6.5 L

OF FRAME

75 X 12 MAIN BARS

150

150

150

150

660

24 DIA. CROSS BARS

800

193.5 193.5200 200

20(18) TYP.30

6

660

75

90

690

1640

2560

1640

1940

3

--

3

--

PLAN OF FRAME

SECTION

NOT TO SCALE --

3

SECTION

NOT TO SCALE --

2

SECTION

NOT TO SCALE --

1

PLAN OF GRATE

1

--

1

--

2

--

2

--

75 × 12 MAIN BARS

OF FRAME

89 X 89 X 6.5 L

GRATE

75 X 12 GRATING

FRAME

90 X 6 FRAME

DETAIL

PLAN

5

--

5

--

SECTION

NOT TO SCALE --

5

1

-


1


AND TECHNOLOGY

STATED.



PROCEDURES.

THERE IS A PROBABILITY OF BLOCKAGE DUE TO MAINTENANCE

THERE IS NO PEDESTRIAN OR PEDAL CYCLIST MOVEMENTS AND WHERE

THE GRATING SHOWN ON THIS DRAWING IS TO BE USED ONLY WHERE2.



GULLY PIT:

NOTES

1

DEPRESSED LONGITUDINAL MEDIAN GULLYPITS (MGLG) GRATES AND FRAMES

ISSUED

SFR


20.01.17

/DS2014_005873

R0220-52 -

GRATE AND FRAME:



PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANIZED STEP IRONS.6.






PIPES TO BE CONNECTED TO PIT IN ACCORDANCE WITH R0220-43.2.



R0220 Stormwater Drainage Series - Gully Pits - all [email protected]...

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Transcript of R0220 Stormwater Drainage Series - Gully Pits - all [email protected]...