NOTES:

1000 1000 THESE DETAILS REPRESENT A MINIMUM REQUIREMENT AND

600 KERB OPENING MAY BE VARIED, SUBJECT TO APPROVAL, TO SUIT PROJECT
600 KERB OPENING KERB REQUIREMENTS. THEY ARE EXPECTED TO BE INCORPORATED
AS TYPICAL DETAILS WHICH SHALL BE CHECKED AND
1000 APPROVED AS PART OF THE PROJECT DRAWING SET.
B 1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
KERB KERB
STATED.
45

2. ALL INTERNAL AND EXTERNAL CONCRETE CORNER TO BE

ROUNDED OR CHAMFERED.
3. ALL CONCRETE TO BE CLASS B UNLESS OTHERWISE
STATED.
4. ALL EXTERNAL FACES OF CONCRETE BELOW GROUND TO
BE TANKED.
5. ALL INTERNAL FACES OF CONCRETE TO BE COATED WITH
EPOXY COATING AS SPECIFIED.
COVER 655x705 6. UNLESS OTHERWISE STATED ALL INLET AND OUTLET
870

FRAME TYPE 1

1000
A A C C PIPES OF INLETS SHALL BE LAID SOFFIT TO SOFFIT.
PLAN ON INLET TYPE-2

1000
7. INLETS TO BE PROVIDED WITH SAND TRAP 500mm DEEP

635

800
KERBS ON TWO SIDES _ONE KERB OPENING SUMP.
(SCALE 1:40) 8. THE MANHOLES AND CHAMBERS ARE DESIGNED USING
FULL GROUND WATER LEVEL CONDITION WITH 1.1
FACTOR OF SAFETY FOR FLOATATION AND BEARING
PRESSURE NOT EXCEEDING 200kpa AT FORMATION
LEVEL.
1000
9. DEWATERING OPERATIONS SHALL BE PROVIDED DURING
600 KERB OPENING CONSTRUCTION AND MAY ONLY BE TERMINATED AFTER
KERB
85

FULL HEIGHT WALL CONSTRUCTION.

10.INLET DIFFERENT SHAPES WITH DIFFERENT EFFICIENCIES
MAY BE USED SUBJECT TO ENGINEER'S APPROVAL.
11. MINIMUM KERB INLET GRATING CLEAR OPENING HEIGHT SHALL
800 COVER 655x705
CLASS OF COVER ACCORDING TO BE (100mm).
FRAME TYPE 1
B SPECIFICATIONS SINGLE PIECE
DUCTILE IRON GRATING AND FRAME
800 x 800mm OVER BASE 635 x 635
LEGEND
1000
COVER GRATE REINFORCED CONCRETE
SOIL COMPACTED TO 95% MDD
PLAN ON INLET TYPE-1 PLAN ON TOP ENTRY INLET GRATE
(SCALE 1:20) PLAIN CONCRETE
ONE KERB OPENING PIPES IN LINE
(SCALE 1:20)
COVER 655x755 FGL FINAL GROUND LEVEL
FRAME TYPE 2 FL FINAL ASPHALT / INTERLOCKED TILE LEVEL
DIA DIAMETER
PLAN ON INLET TYPE-3
100 800 100 TWO KERB OPENING PIPE IN LINE
100 800 100 (SCALE 1:40)
600
600

FRL FINISHED LEVEL OF

AT KERB CARRIAGEWAY (FL) TOP OF PAVEMENT
50

TOP OF PAVEMENT

1000
COVER 655 x 705
FRAME TYPE 4

REFERENCE DRAWINGS AND DOCUMENTS

2000 (MAXIMUM)

2000 (MAXIMUM)
1000

STANDARD DRAWING - TANKING DETAILS - 801

VARIES

VARIES
600 MIN

PLAN ON INLET TYPE-4 STANDARD DRAWING - CONSTRUCTION AND MOVEMENT - 1001

JOINT
CLOSED INLET WITH NO KERB OPENING NOR TOP ENTRY INLET
(SCALE 1:40) STANDARD DRAWING - MISCELLANEOUS DETAILS - 207
EPOXY COATING AS FOR MANHOLES
SPECIFIED ON ALL INTERIOR STANDARD DRAWING - REINFORCEMENT DETAILS - 1000
CONCRETE SURFACES (SERIES)
STANDARD DRAWING - STORM WATER MANHOLE FRAME - 213
AND COVER DETAILS

DETAIL A DETAIL B
INVERT DWG No.213 COVER 655x705 DWG No.213
OF PIPE FRAME TYPE 1 No. REVISION-2 APP'D 2021
KERB INLET
GRATE CLIENT
300
SEE NOTE 7

OP
REINFORCED CONCRETE TOP OF ENI
NG
500

PAVEMENT
LOCALIZED TITLE
800 BASE

TANKING MEMBRANE PAVEMENT STANDARD DRAWINGS

DEPRESSION IN
AND PROTECTION BOARD
FRONT OF KERB STORM WATER WORKS
OPENING (TYP)
DRAWING TITLE
STANDARD DRAWING STORM
300

WATER INLET DETAILS ON

200 600 200 PIPE LINES 300mm DIA.
1000
(MAXIMUM DEPTH 2.0m)
SECTION B-B
50mm THK. CEMENT/SAND SCREED MAXIMUM DEPTH OF INLETS WITH 600x600 ON SIDE ENTRY INLET DRAWN - SCALE AS SHOWN
200 600 200 200 600 200 (SCALE 1:20)
TANKING MEMBRANE INTERNAL DIMENSIONS SHOULD NOT
EXCEED 2000. DEPTH IS MEASURED FROM CHECKED - DATE -
SECTION A-A 75mm THICK C20 BLINDING SECTION C-C TOP OF COVER SLAB TO THE INVERT APPROVED - SIZE A1
SIDE ENTRY INLET 1000 GAUGE POLYETHYLENE SHEET TOP ENTRY INLET LEVEL OF DOWNSTREAM PIPE.
(SCALE 1:20) PROJECT DWG.
(SCALE 1:20)
No. - No.
209

THIRD EDITION - APRIL 2022

 NOTES:
THESE DETAILS REPRESENT A MINIMUM REQUIREMENT AND
1400 1400
MAY BE VARIED, SUBJECT TO APPROVAL, TO SUIT PROJECT
200 1000 200 1000 REQUIREMENTS. THEY ARE EXPECTED TO BE
1400 600 KERB OPENING INCORPORATED AS TYPICAL DETAILS WHICH SHALL BE
600 KERB OPENING KERB
CHECKED AND APPROVED AS PART OF THE PROJECT
1000 DRAWING SET.
B 1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
KERB KERB
STATED.
45

2. ALL INTERNAL AND EXTERNAL CONCRETE CORNER TO BE

ROUNDED OR CHAMFERED.
3. ALL CONCRETE TO BE CLASS B UNLESS OTHERWISE

1400
STATED.
4. ALL EXTERNAL FACES OF CONCRETE BELOW GROUND TO
BE TANKED.
5. ALL INTERNAL FACES OF CONCRETE TO BE COATED WITH
EPOXY COATING AS SPECIFIED.

800
635
920

1100

1100
6. UNLESS OTHERWISE STATED ALL INLET AND OUTLET PIPES
COVER 655x755 OF INLETS SHALL BE LAID SOFFIT TO SOFFIT.
A A C C 7. INLETS TO BE PROVIDED WITH SAND TRAP 500mm DEEP
1400

FRAME TYPE 3
SUMP.
PLAN ON INLET TYPE-2 8. THE MANHOLES AND CHAMBERS ARE DESIGNED USING
KERBS ON TWO SIDES _ ONE KERB OPENING FULL GROUND WATER LEVEL CONDITION WITH 1.1 FACTOR
(SCALE 1:40) OF SAFETY FOR FLOATATION AND BEARING PRESSURE
NOT EXCEEDING 200kpa AT FORMATION LEVEL.
135

9. DEWATERING OPERATIONS SHALL BE PROVIDED DURING

1400 CONSTRUCTION AND MAY ONLY BE TERMINATED AFTER
COVER 655x755 1000 ROOF SLAB HAS BEEN INSTALLED.
10.INLET DIFFERENT SHAPES WITH DIFFERENT EFFICIENCIES
300

FRAME TYPE 3 600 KERB OPENING

KERB MAY BE USED SUBJECT TO ENGINEER'S APPROVAL.
CLASS OF COVER ACCORDING
11. MINIMUM KERB INLET GRATING CLEAR OPENING HEIGHT SHALL
TO SPECIFICATIONS SINGLE
BE (100mm).
PIECE DUCTILE IRON GRATING
AND FRAME 800 x 800mm OVER
B BASE 635 x 635 COVER GRATE LEGEND
800
PLAN ON TOP ENTRY INLET GRATE REINFORCED CONCRETE
1000 SOIL COMPACTED TO 95% MDD

1400
1400 PLAIN CONCRETE
FGL FINAL GROUND LEVEL
PLAN ON INLET TYPE-1 FL FINAL ASPHALT / INTERLOCKED TILE LEVEL
ONE KERB OPENING PIPES IN LINE DIA DIAMETER
COVER 655x755
FRAME TYPE 2

1000 1000
PLAN ON INLET TYPE-3
100 600 100 100 600 100 TWO KERB OPENING PIPE IN LINE
(SCALE 1:40)
100 100 100 100
FL FINISHED LEVEL OF
AT KERB CARRIAGEWAY (FL) TOP OF PAVEMENT
50

TOP OF PAVEMENT

COVER 655 x 705

FRAME TYPE 4

1000
250 100

1400
(TYP.)
2800 (MAXIMUM)

2800 (MAXIMUM)
> 2000

> 2000
REFERENCE DRAWINGS AND DOCUMENTS
STANDARD DRAWING - TANKING DETAILS - 801
VARIES

VARIES
STANDARD DRAWING - CONSTRUCTION AND MOVEMENT - 1001
EPOXY COATING ON
JOINT
ALL INTERIOR - 207
STANDARD DRAWING - MISCELLANEOUS DETAILS
CONCRETE SURFACES
1000 FOR MANHOLES
STEP IRONS AS STANDARD DRAWING - REINFORCEMENT DETAILS - 1000
1400 (SERIES)
SPECIFIED
STANDARD DRAWING - STORM WATER MANHOLE FRAME - 213
AND COVER DETAILS
PLAN ON INLET TYPE-4
CLOSED INLET WITH NO KERB OPENING NOR TOP ENTRY INLET
(SCALE 1:40)
INVERT
OF PIPE
SEE NOTE 7

REINFORCED CONCRETE
No. REVISION-2 APP'D 2021
500

DETAIL B
DETAIL A
800 BASE

DWG No.213 FRL

DWG No.213 COVER 655x755
AT KERB
CLIENT
TANKING MEMBRANE FRAME TYPE 3
150

AND PROTECTION BOARD KERB INLET GRATE

200
300
OPE
NI
300

NG
TITLE

200
TOP OF PAVEMENT
STANDARD DRAWINGS
LOCALIZED PAVEMENT
DEPRESSION IN FRONT OF
650 250
STORM WATER WORKS
KERB OPENING (TYP)
STEP IRONS AS DRAWING TITLE
200 1000 200 50mm THK. CEMENT/SAND SCREED 200 1000 200 SPECIFIED
TANKING MEMBRANE 200 STANDARD DRAWING STORM WATER
75mm THICK C20 BLINDING
SECTION A-A SECTION C-C 1000 200 INLET DETAILS ON PIPE LINES
1000 GAUGE POLYETHYLENE SHEET
SIDE ENTRY INLET TOP ENTRY INLET 300-500mm DIA. (DEPTH VARYING
1400
BETWEEN 2.0m AND 2.8m)
SECTION B-B
MAXIMUM DEPTH OF INLETS WITH 1000x1000 ON SIDE ENTRY INLET
INTERNAL DIMENSIONS SHOULD NOT EXCEED 2800. (SCALE 1:20) DRAWN - SCALE AS SHOWN
DEPTH IS MEASURED FROM TOP OF COVER SLAB TO CHECKED - DATE -
THE INVERT LEVEL OF DOWNSTREAM PIPE.
APPROVED - SIZE A1
PROJECT DWG.
No. - No.
210

THIRD EDITION - APRIL 2022

 NOTES:
ROAD ROAD ROAD
B C F ROAD D D
COVER 655x705 G
FRAME TYPE 1 600 KERB OPENING COVER 655x705 600 KERB OPENING 600 KERB OPENING
600 KERB OPENING
KERB FRAME TYPE 4 KERB KERB

1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE

STATED.
A A 2. ALL INTERNAL AND EXTERNAL CONCRETE CORNER TO BE
A A

1000
ROUNDED OR CHAMFERED.
3. ALL CONCRETE TO BE CLASS B UNLESS OTHERWISE
STATED.
4. ALL EXTERNAL FACES OF CONCRETE BELOW GROUND TO
COVER 655x755 COVER 655x755 BE TANKED.
FRAME TYPE 3 FRAME TYPE 3 5. ALL INTERNAL FACES OF CONCRETE TO BE COATED WITH
EPOXY COATING AS SPECIFIED.
COVER 655x755 COVER 655x705 6. INLETS TO BE PROVIDED WITH SAND TRAP 500MM DEEP
FRAME TYPE 2 FRAME TYPE 4 E E SUMP.
150 800 800 150 2000 7. THE MANHOLES AND CHAMBERS ARE DESIGNED USING
2000 COVER 655x705 FULL GROUND WATER LEVEL CONDITION WITH 1.1
F G
B C ROAD FRAME TYPE 4 FACTOR OF SAFETY FOR FLOATATION AND BEARING
PRESSURE NOT EXCEEDING 200KPA AT FORMATION
LEVEL.
CATCH BASIN TYPE-2 8. DEWATERING OPERATIONS SHALL BE PROVIDED DURING
CATCH BASIN TYPE-1 CONSTRUCTION AND MAY ONLY BE TERMINATED AFTER
KERB ON TWO SIDES ONE KERB OPENING
KERB ON ONE SIDE ONE KERB OPENING FULL HEIGHT WALL CONSTRUCTION.
CATCH BASIN TYPE-7 CATCH BASIN TYPE-3 9. INLET DIFFERENT SHAPES WITH DIFFERENT EFFICIENCIES
MAY BE USED SUBJECT TO ENGINEER'S APPROVAL.
KERB ON TWO SIDES TWO KERB OPENING
KERB ON ONE SIDE NO KERB OPENING D
10. MINIMUM KERB INLET GRATING CLEAR OPENING HEIGHT SHALL
BE (100mm).
D
1000 1000 LEGEND
CATCH BASIN TYPE-4 CATCH BASIN TYPE-6
150 150 1000 x 2000
750 750 KERB ON ONE SIDE ONE KERB OPENING REINFORCED CONCRETE
LIFTING HOOKS KERB ON TWO SIDE TWO KERB OPENING
50 50 CATCH BASIN TYPE-5 BLOCKWORK
COVER

100 AS SPECIFIED UV RESISTANCE

KERB ON ONE SIDE NO KERB OPENING
80

EPOXY COATING TO ALL SOIL COMPACTED TO 95% MDD

SURFACES ABOVE GROUND POLYTHENE SHEET 1000 PLAIN CONCRETE

150
FRL AT JOINT
TOP OF PAVEMENT
AT KERB 870 85 FRL FINAL ROAD LEVEL
COVER 655x705 EJ EXPANSION JOINT
700 200 700 FRAME TYPE 1
120
50

300
DEPTH VARIES

TOP OF PAVEMENT
DETAIL - A
2000 (MAXIMUM)

TEMPORARY COVER SLAB FOR STAGE 1 CONSTRUCTION LOCALIZED PAVEMENT

VARIES

(SCALE 1:20) DEPRESSION IN FRONT OF

EPOXY COATING KERB OPENING (TYP)
ON ALL INTERIOR CONCRETE 1000
SURFACES STEP IRONS
350 VALID FOR CATCH BASIN TYPE 1 & 7
870 85
VALID FOR CATCH BASIN TYPE 2 & 3
COVER 655x705
200 200 600 200
FRAME TYPE 1
INVERT 1000
OF PIPE KERB INLET GRATE
300 SECTION C-C
STEP IRON AS SPECIFIED OPE (SCALE 1:20)
NING
500

500

TANKING MEMBRANE TOP OF REFERENCE DRAWINGS AND DOCUMENTS

PAVEMENT
BASE

AND PROTECTION BOARD 1030

LOCALIZED PAVEMENT STANDARD DRAWING - TANKING DETAILS - 801
940 STANDARD DRAWING - CONSTRUCTION AND MOVEMENT JOINT- 1001
REINFORCED CONCRETE DEPRESSION IN FRONT OF
KERB OPENING (TYP) COVER 655x755 STANDARD DRAWING - MISCELLANEOUS DETAILS - 207
300

CONSTRUCTION JOINT FRAME TYPE 2 FOR MANHOLES

PVC WATER STOP STEP IRONS STANDARD DRAWING - REINFORCEMENT DETAILS - 1000
(SERIES)
STANDARD DRAWING - STORM WATER MANHOLE FRAME - 213
50mm THK. CEMENT/SAND SCREED AND COVER DETAILS
TOP OF TOP OF
TANKING MEMBRANE 200 600 200
PAVEMENT 300 PAVEMENT
75mm THICK C20 BLINDING 1000

SECTION A-A 1000 GAUGE POLYETHYLENE SHEET SECTION B-B

(SCALE 1:40) (SCALE 1:20)
STEP IRONS

1000 1000 No. REVISION-2 APP'D 2021

200 630 200
1030 CLIENT
1030
920 920
940
COVER 655x755 (FRAME TYPE 3) 70 COVER 655x755 (FRAME TYPE 3) SECTION G-G
COVER 655x755 920 850 115 (SCALE 1:20)
FRAME TYPE 2 COVER 655x755 (FRAME TYPE 3) COVER 655x705 (FRAME TYPE 4)
1000 TITLE
KERB INLET GRATE
KERB INLET STANDARD DRAWINGS
GRATE 100 800 100
STORM WATER WORKS
OPE OPE COVER 655x705
TOP OF NIN NI NG TOP OF NIN
PAVEMENT 300
G OPE TOP OF G
700 200 700 FRAME TYPE 4 DRAWING TITLE
PAVEMENT PAVEMENT

STEP IRONS STANDARD DRAWING STORM WATER

STEP IRONS
CATCH BASIN DETAILS ON PIPE LINES
STEP IRONS
300mm DIA(MAXIMUM DEPTH 2.0m)

200 630 200 200 1600 200 DRAWN - SCALE AS SHOWN

1030 2000
200 600 200 CHECKED - DATE -
SECTION D-D
SECTION F-F APPROVED - SIZE A1
(FOR CATCH BASIN TYPE - 4 & 6) SECTION E-E
(SCALE 1:20) (SCALE 1:20) (SCALE 1:20) PROJECT DWG.
No. - No.
211

THIRD EDITION - APRIL 2022