R0220 Stormwater Drainage Series - Gully Pits - all [email protected]...
Transcript of 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
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
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).
AT EACH INLET TRENCH
SUBSOIL DRAIN 3000 LONG
TYPE SA1
4
2
4
2
FOR SEDIMENTATION CONTROL WHERE SPECIFIED
ADDITIONAL 300 BELOW INVERT TO BE PROVIDED
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
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0220 STORMWATER DRAINAGE SERIES - GULLY PITS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
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
PRECAST CONCRETE LINTEL
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
FOR SEDIMENTATION CONTROL WHERE SPECIFIED
ADDITIONAL 300 BELOW INVERT TO BE PROVIDED
SECTION
NOT TO SCALE --
3
6
--
5
--
6
--
200
FOR SEDIMENTATION CONTROL WHERE SPECIFIED
ADDITIONAL 300 BELOW INVERT TO BE PROVIDED
SECTION
NOT TO SCALE --,1
4
SECTION
NOT TO SCALE --,1
5 SECTION
NOT TO SCALE --,1
6
2
1
CHANNEL
CHANNEL
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0220 STORMWATER DRAINAGE SERIES - GULLY PITS
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
PRECAST CONCRETE LINTEL
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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.
CONCRETE GRADE N25.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005823
R0220-03 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005824
R0220-04 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005825
R0220-05 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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.
CONCRETE GRADE N25.1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005826
R0220-06 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-08
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005827
R0220-07 -
FOR PIPES GREATER THAN 450 DIA. REFER TO R0220-28.7.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.6.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP IRONS.5.
DEPTH OF PIT NOT TO EXCEED 3500.4.
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.
CONCRETE GRADE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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.
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.
STANDARD GULLY PIT TYPE SE GRATINGS ANDFRAMES
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005828
R0220-08 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
FOR PIPES GREATER THAN 450 DIA. REFER TO R0220-28.7.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.6.
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:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER2.
CONCRETE GRADE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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.
SIDE WALLS OF ALL PITS DEEPER THAN 1 500 ARE TO BE REINFORCED4.
ALL MILD STEEL MATERIAL TO BE GALVANISED ON COMPLETION.3.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 mm RADIUS.2.
CONCRETE GRADE N25.1.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005830
R0220-10 -
FOR STEEL GRILLE SEE R0220-12
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
'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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005831
R0220-11 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
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
STANDARD GULLY PIT TYPE SF GRATINGS ANDFRAMES
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005832
R0220-12 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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
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.
CONCRETE GRADE N25.1.
1
1
STANDARD GULLY PIT TYPE SG FOR TYPE SF KERB
NOTES
ISSUED
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
/DS2014_005833
R0220-13 1
SML
11.06.19
SML11/06/2019 Title of Drawing Corrected / QR Code Removed
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0220 STORMWATER DRAINAGE SERIES - GULLY PITS
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
FOR PIPES ≤ 450 mm I.D.
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD GULLY PIT TYPE SK11
NOT TO SCALE
WELDING DETAILS
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 mm RADIUS.5.
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
SK
700
FRAME
1000
500
C-12 410Y AT 200 SPACING
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
FOR PIPES ≤ 525 mm I.D.
EXISTING 12 mm STARTER BARS
*
SECTION
NOT TO SCALE --
2
FOR PIPES ≤ 450 mm I.D.
WELDING DETAILS
2
--
1
--
2
--
1
--
PIT DETAILS
PLAN
CH
AN
NEL
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
*
1
STANDARD GULLY PIT TYPE SK1 (Stage 2)
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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:
LOCATION AND CHANNEL LEVEL OF GULLY PIT IN PLANS REFER TO THIS2.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 mm RADIUS.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
C-12 410Y AT 200 SPACING
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
FOR PIPES ≤ 525 mm I.D.
SECTION
NOT TO SCALE --
2
FOR PIPES ≤ 450 mm I.D.
(MIN. 300)
RE
QUIR
ED
DEPT
H A
S
**
LARGE OR MULTIPLE PIPES
*
2
--
2
--
1
--
1
--PIT DETAILS
PLAN
CHANNEL
CH
AN
NEL
SEE R0240-01 FOR SPACING OF MULTIPLE PIPES.
= O.D.+200
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD GULLY PIT TYPE SK21
NOT TO SCALE
WELDING DETAILS
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005836
R0220-16 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-199.
MINIMUM COVER TO OUTSIDE REINFORCEMENT 50 mm.8.
POINT:
LOCATION AND CHANNEL LEVEL OF GULLY PIT IN PLANS REFER TO THIS7.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 mm RADIUS.6.
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.
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
FOR PIPES ≤ 450 DIA
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
1
SK3 GULLY PIT WITH CATCH DRAIN INLET
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005837
R0220-17 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-199.
FOR DETAILS OF TEMPORARY LID SEE R0220-428.
FOR LARGE OR MULTIPLE PIPES REFER R0220-287.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.6.
IRONS.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP5.
DEPTH OF PIT NOT TO EXCEED 3500.4.
WITH ONE LAYER OF SL82 MESH RETURNED 300 MINIMUM INTO BASE.
SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO REINFORCED3.
THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN DRAWINGS REFER TO2.
CONCRETE STRENGTH GRADE SHALL BE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
FOR PIPES ≤ 525 DIA
SECTION
NOT TO SCALE --
2
FOR PIPES ≤ 450 DIA
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
SK4, TYPE SK1 GULLY PIT WITH LINED TYPE (A AND B)CATCH DRAIN INLET 1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005838
R0220-18 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-198.
FOR LARGE OR MULTIPLE PIPES REFER R0220-287.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.6.
IRONS.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP5.
DEPTH OF PIT NOT TO EXCEED 3500.4.
WITH ONE LAYER OF SL82 MESH RETURNED 300 MINIMUM INTO BASE.
SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO REINFORCED3.
THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN DRAWINGS REFER TO2.
CONCRETE STRENGTH GRADE SHALL BE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
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
STANDARD GULLY PIT TYPE SK GRATINGS ANDFRAMES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005839
R0220-19 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
PRECAST CONCRETE LINTEL
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
1
STANDARD GULLY PIT FOR TYPE SL KERB
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER6.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.5.
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.
CONCRETE STRENGTH GRADE SHALL BE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
*
LARGE OR MULTIPLE PIPES
**
PIT DETAILS
PLAN
1
--
1
--
2
--
2
--
CH
AN
NEL
SEE R0240-01 FOR SPACING OF MULTIPLE PIPES
= O.D.+ 200
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD GULLY PIT TYPE SO1
NOTES
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005841
R0220-21 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-23.7.
TO THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER6.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.5.
IRONS.
PITS DEEPER THAN 1 200 TO BE FITTED WITH GALVANISED STEP4.
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.
CONCRETE STRENGTH GRADE SHALL BE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
150
150
400
C-12 410Y AT 200 SPACING
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
FOR PIPES ≤ 525 mm I.D.
SECTION
NOT TO SCALE --
2
FOR PIPES ≤ 450 mm I.D.
*
**
LARGE OR MULTIPLE PIPES
PIT DETAILS
PLAN
1
--
2
--
1
--
2
--
CHANNEL
CH
AN
NEL
SEE R0240-01 FOR SPACING OF MULTIPLE PIPES.
= O.D.+200
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD GULLY PIT SO21
NOT TO SCALE
WELDING DETAILSNOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005842
R0220-22 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-238.
MINIMUM COVER TO OUTSIDE REINFORCEMENT 50. 7.
POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN PLANS REFER TO THIS6.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.5.
IRONS.
PITS DEEPER THAN 1 200 TO BE FITTED WITH GALVANISED STEP4.
DEPTH OF PIT NOT TO EXCEED 3 500 (SPECIAL DESIGN REQUIRED).3.
WITH ONE LAYER OF SL82 MESH RETURNED 200 MINIMUM INTO BASE.
SIDE WALLS OF ALL PITS DEEPER THAN 1 500 ARE TO BE REINFORCED2.
CONCRETE STRENGTH GRADE SHALL BE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
SHOWING METHOD OF JOINING FRAMES TO ANCHOR PLATE.
FRAME ASSEMBLY
DETAIL
NOT TO SCALE
A
--
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
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
STANDARD GULLY PIT TYPE SO GRATINGS ANDFRAMES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005843
R0220-23 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
1
GULLY PIT TYPE F - SINGLE GRATE
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005844
R0220-24 -
FOR DETAILS OF GRATE AND FRAME SEE R0220-057.
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.
CONCRETE GRADE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005845
R0220-25 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
1
GULLY PIT TYPE F - DOUBLE GRATING AND FRAME
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005846
R0220-26 -
FOR DETAILS OF GRATES SEE R0220-083.
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
1
TABLE DRAIN GULLY PIT TD 1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
FOR DETAILS OF GRATE AND FRAME SEE R0220-335.
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.
CONCRETE STRENGTH GRADE SHALL BE N25.2.
THIS POINT:
LOCATION AND LEVEL OF THE PIT SHOWN IN THE DRAWINGS REFERS TO1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
*
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
1
GULLY PIT TREATMENT FOR PIPES GREATER THAN450 mm DIA.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005848
R0220-28 -
DIMENSION.
WHERE PIPES ENTER PIT ON A SKEW OD = HORIZONTAL SKEW5.
SEE R0220-45.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP IRONS.4.
DEPTH OF PIT SHALL NOT EXCEED 3 500.3.
WITH ONE LAYER OF SL82 MESH RETURNED 300 INTO BASE.
SIDE WALLS OF ALL PITS DEEPER THAN 1 500 ARE TO BE REINFORCED2.
CONCRETE GRADE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
DRAIN OUTLET WHERE REQUIRED
100 DIA. HOLE FOR SUBSURFACE
MIN. OF 600.
OD + 200 WITH
SECTION
NOT TO SCALE --
2
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
DRAINAGE JUNCTION BOX
NOTES
OTHERWISE.
MINIMUM COVER OF REINFORCEMENT SHALL BE 50 UNLESS SHOWN7.
DEPTH OF JUNCTION BOX NOT TO EXCEED 3500.6.
BELOW INLET INVERT.
AT RIGHT ANGLE CHANGE IN PIPE DIRECTION OUTLET INVERT TO BE 1505.
ONE LAYER OF RL1218 MESH RETURNED 300 INTO BASE.
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.
CONCRETE GRADE N25.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005849
R0220-29 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
--
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
DEPRESSED MEDIAN GULLY PITS
NOTES
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
1
DEPRESSED MEDIAN GULLY PIT TYPE MGOS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
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 GALVANISED 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.
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
(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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
1
DMG PIT TO PIPE CONNECTION
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005852
R0220-32 -
SUITABLE FOR SINGLE,DOUBLE,TRIPLE AND QUAD PITS (R0220-30).4.
FOR DETAILS OF GRATE AND FRAME SEE R0220-333.
TO THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER2.
CONCRETE GRADE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD GULLY PIT DEPRESSED MEDIAN PITSGRATINGS AND FRAMES
STATED.
AND BICYCLE SAFE IN ACCORDANCE WITH AS 3996 UNLESS OTHERWISE
GRATING PATTERN AND BAR SIZES MAY VARY BUT SHALL BE CLASS D3.
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.
AND HOT DIP GALVANISED.
STEEL GRATES AND FRAMES ARE TO BE FABRICATED FROM MILD STEEL1.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005853
R0220-33 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD FOOTPATH GULLY PIT
AVAILABLE THROUGH SOURCING PROPRIETARY PRODUCTS.
DETAILS OF APPROPRIATE GRATING AND FRAME STRUCTURES ARE5.
STATED.
AND BICYCLE SAFE IN ACCORDANCE WITH AS 3996 UNLESS OTHERWISE
GRATING PATTERN AND BAR SIZES MAY VARY BUT SHALL BE CLASS D4.
AND HOT DIP GALVANISED.
STEEL GRATES AND FRAMES ARE TO BE FABRICATED FROM MILD STEEL3.
ON DESIGN PLANS.
LOCATION AND LEVEL OF REFERENCE POINT SHOWN2.
CONCRETE GRADE N251.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005854
R0220-34 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
TO THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER6.
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 DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP IRONS.3.
PITS UP TO 3500 DEEP.
WALL THICKNESS AND REINFORCEMENT SHOWN SHALL APPLY TO ALL2.
CONCRETE GRADE N25.1.
1
INSPECTION PIT WITH SINGLE OR DOUBLE CAST IRONFRAME AND COVER
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005855
R0220-35 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
(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
....
.........
......
........
DRAIN OUTLET WHERE REQUIRED
100 DIA. HOLE FOR SUBSURFACE
*
*
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
OTHERWISE.
MINIMUM COVER OF REINFORCEMENT SHALL BE 50 UNLESS SHOWN6.
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.
CONCRETE GRADE N25.1.
1
INLET SUMP WITH RAISED STEEL GRATE
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005856
R0220-36 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
(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
TO SIDE OPENING PIT (LENGTH = 2000)
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
INLET SUMP I.S. 11
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005857
R0220-37 -
R0220-42.
FOR TEMPORARY LID DETAIL WHERE SPECIFIED SEE DRAWING8.
DEPTH OF PIT NOT TO EXCEED 3500.7.
CONCRETE GRADE N25.6.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.5.
FOR PIPES GREATER THAN 450 DIA. REFER TO R0220-28.4.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP IRONS.3.
WITH ONE LAYER OF SL82 MESH RETURNED 300 INTO BASE.
SIDE WALLS OF ALL PITS DEEPER THAN 1500 ARE TO BE REINFORCED2.
THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN DRAWINGS REFER TO1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
TRANSITION
LINED CATCH DRAIN
225
1125
700
1000
225
LIFTING HOOKS.
LARGE OR MULTIPLE PIPES
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
TO SIDE OPENING PIT (LENGTH = 2000)
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
FOR PIPES ≤ 525 DIA
SECTION
NOT TO SCALE --
2
FOR PIPES ≤ 450 DIA
*
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
ALL STEEL TO HAVE MIN. 50 COVER.8.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.7.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANISED STEP IRONS.6.
DEPTH OF PIT NOT TO EXCEED 4500.5.
WITH ONE LAYER OF SL81 MESH RETURNED 300 INTO BASE.
SIDE WALLS OF PITS BETWEEN 3500 AND 4500 ARE TO BE REINFORCED4.
WITH ONE LAYER OF SL82 MESH RETURNED 300 INTO BASE.
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.
CONCRETE GRADE N25.1.
1
INSPECTION PIT (IP 4) WITH LINED TYPE (A & B)CATCH DRAIN INLET
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005858
R0220-38 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005859
R0220-39 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MANHOLE - TYPE 11
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
AND BICYCLE SAFE IN ACCORDANCE WITH AS 3996 UNLESS OTHERWISE
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MANHOLE - TYPE 31
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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.
AND BICYCLE SAFE IN ACCORDANCE WITH AS 3996 UNLESS OTHERWISE
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.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
'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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
DIMENSIONS 'X' AND 'Y' TO SUIT ULTIMATE PIT TYPE.2.
CONCRETE GRADE N251.
NOTES
1
TEMPORARY LIDS FOR DRAINAGE PITS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005862
R0220-42 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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#
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PIT TO PIPE CONNECTION1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005863
R0220-43 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005864
R0220-44 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005866
R0220-45 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
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.
ALL EXPOSED EDGES TO BE ROUNDED WITH 200 mm RADIUS.5.
IRONS.
PITS DEEPER THAN 1200 mm TO BE FITTED WITH GALVANISED STEP4.
DEPTH OF PIT NOT TO EXCEED 3500 mm.3.
WITH ONE LAYER OF SL82 MESH RETURNED 300 mm INTO BASE.
SIDE WALLS OF ALL PITS DEEPER THAN 1500 mm ARE TO BE REINFORCED2.
CONCRETE GRADE N25 AT 28 DAYS.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005867
R0220-46 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
BREAK IN MEDIAN FOR DRAINAGE
LOCATION AS INDICATED ON PLANS.1.
NOTES
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005868
R0220-47 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
-
1
ENGINEERING SERVICES
AND TECHNOLOGY
1
PRECAST PAVEMENT BOX DRAIN
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005869
R0220-48 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
--
ROAD POLICY, SPECIFICATIONS AND
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
ENGINEERING SERVICES
AND TECHNOLOGY
CONCRETE PIPE EXTENSION
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005870
R0220-49 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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).
AT EACH INLET TRENCH
SUBSOIL DRAIN 3000 LONG
WHERE SPECIFIED.
SEDIMENTATION CONTROL
TO BE PROVIDED FOR
ADDITIONAL 300 BELOW INVERT
(TYPICAL ALL PITS).
AT EACH INLET TRENCH
SUBSOIL DRAIN 3000 LONG
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
GULLY PIT TYPE SAADJACENT TO CONCRETE PAVEMENT
NOTES
2
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005871
R0220-50 -
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.
FOR DETAILS OF FRAME AND GRATE SEE R0220-05.7.
TO THIS POINT:
LOCATION AND LEVEL OF GULLY PIT SHOWN IN THE DRAWINGS REFER6.
OTHERWISE.
MINIMUM COVER OF REINFORCEMENT SHALL BE 50 UNLESS SHOWN5.
ALL EXPOSED EDGES TO BE ROUNDED WITH 20 RADIUS.4.
PITS DEEPER THAN 1200 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 BE REINFORCED WITH2.
CONCRETE GRADE N25.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
PRECAST CONCRETE LINTEL
150
750 150
PRECAST CONCRETE LINTEL
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
ADDITIONAL 300 BELOW INVERT
CONTROL WHERE SPECIFIED.
TO BE PROVIDED FOR SEDIMENTATION
ADDITIONAL 300 BELOW INVERT
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
-
ROAD POLICY, SPECIFICATIONS AND
2
ENGINEERING SERVICES
AND TECHNOLOGY
GULLY PIT TYPE SAADJACENT TO CONCRETE PAVEMENT
2
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005871
R0220-50 -
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0220 STORMWATER DRAINAGE SERIES - GULLY PITS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
SECTION
NOT TO SCALE --
22
--
2
--
765
TYP.
TYP.6
6
6TYP.
TYP.6
WELDING DETAILS
6
SHOWING METHOD OF JOINING FRAMES TO ANCHOR PLATE.
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STANDARD GULLY PIT TYPE SBGRATINGS AND FRAMES
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.
NOTES
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005872
R0220-51 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[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.........................................
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
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
STATED.
AND BICYCLE SAFE IN ACCORDANCE WITH AS 3996 UNLESS OTHERWISE
GRATING PATTERN AND BAR SIZES MAY VARY BUT SHALL BE CLASS D3.
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.
AND HOT DIP GALVANISED.
STEEL GRATES AND FRAMES ARE TO BE FABRICATED FROM MILD STEEL1.
GULLY PIT:
NOTES
1
DEPRESSED LONGITUDINAL MEDIAN GULLYPITS (MGLG) GRATES AND FRAMES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005873
R0220-52 -
GRATE AND FRAME:
DEPTH OF PIT NOT TO EXCEED 3500 mm.8.
PROVIDE SUBSOIL DRAINS INTO PITS AS REQUIRED.7.
PITS DEEPER THAN 1200 TO BE FITTED WITH GALVANIZED STEP IRONS.6.
LAYER OF SL82 MESH RETURNED 300 INTO BASE.
SIDEWALLS OF PITS DEEPER THAN 1500 TO BE REINFORCED WITH ONE5.
USE CONCRETE GRADE N25.4.
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 R0220-43.2.
INLET OUTLET PIPES TO BE LOCATED AS PER DRAINAGE PLANS.1.
ProjectWiseQRCodeLayer