BUILDING CIVIL
STANDARD NOTES &
DETAILS
ADELAIDE CITY
COUNCIL
DETAILS:
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BITUMEN PAVING HARDWOOD EDGING
CATCH PIT - INVERT DRAIN
CATCH PIT - KERB AND WATERTABLE
CHECKER PLATE DRAIN (1)
CHECKER PLATE DRAIN (2)
DRIVEWAY CROSSOVER
INVERT DRAIN - 450mm
INVERT DRAIN - 600mm
KERB
KERB AND WATERTABLE
KERB MEDIAN
KERB RAMP
PROPERTY CONNECTION (1)
PROPERTY CONNECTION (2)
TACTILED CROSSOVER
75
HARDWOOD.
75mm WIDE x 25mm THICK
1200 CENTRES
25
8mmØ BOLT GALVANISED
7mm AGGREGATE ASPHALTIC
CONCRETE
300 MIN.
150
GRASS
100mm TAPER
HARDWOOD.
75mm WIDE x 25mm THICK
PM1 FINE CRUSHED ROCK
(98% MODIFIED COMPACTION)
SUBGRADE (100% STANDARD
COMPACTION)
BITUMEN PAVING HARDWOOD EDGING
1:10
10/08/11
JAS
FRAME DEPTH
PLUS BEDDING
FOR FABRIC
REINFORCEMENT
TYPE SEE TABLE
150
CATCHPIT INVERT TO
EQUAL PIPE INVERT
150
FABRIC REINFORCEMENT
CENTRALLY PLACED
500
DEPTH
REINFORCEMENT
00-1000
1001-3000
1301-1600
1601-1900
>1900
F62
F82
F92
F102
DESIGN
150
800
550
INVERT CATCHPIT
FRAME AND GRATE
1
LUGS
NOTES:
1.
MINIMUM CONCRETE
COMPRESSIVE STRENGTH
(f'c=MPa).
2.
REINFORCEMENT MESH TO BE
PLACED CENTRALLY. COVER
50mm TYPICAL
150
850
150
SECTION 1
TYPICAL CONCRETE PIPE
PLAN
CATCH PIT
INVERT DRAIN
1:20
10/08/11
JAS
CATCHPIT FRAME AND
GRATE (SLOPE TO MATCH
CONCRETE WATERTABLE)
DE
BK SIGN
LE
VE
L
LINTEL
FRAME DEPTH
PLUS BEDDING
75
150
STANDARD KERB
HEIGHT 100, 140 & 200
NOTES:
100mm MIN
CONCRETE BANDAGE
FOR FABRIC
REINFORCEMENT
TYPE SEE TABLE
150
CATCHPIT INVERT TO
EQUAL PIPE INVERT
150 150
FABRIC REINFORCEMENT
CENTRALLY PLACED
500
1.
MINIMUM CONCRETE
COMPRESSIVE STRENGTH
(f'c=MPa).
2.
REINFORCEMENT MESH TO BE
PLACED CENTRALLY. COVER
50mm TYPICAL
150
800
SECTION 1
SECTION 2
2
550
1
LUGS
150
850
150
TYPICAL REINFORCED
CONCRETE PIPE
CATCHPIT FRAME
AND GRATE
LINTEL
DEPTH
REINFORCEMENT
00-1000
1001-3000
1301-1600
1601-1900
>1900
F62
F82
F92
F102
DESIGN
PLAN
CATCH PIT
KERB AND WATERTABLE
1:20
10/08/11
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CHECKER PLATE DRAIN.
REFER NOTES 4 AND 5
90
°
MINIMUM 600mm
MINUS 20mm
VERANDAH POST WITH
INTERNAL STORMWATER PIPE
PLACE ACCESS LID IN
FRONT OF DOWNPIE
A
STREET PROPERTY
BOUNDARY
VERANDAH
STREET PROPERTY
BOUNDARY
POST
KERB FACE
DRAIN PIPE TYPE TO BE SEALED
AT C.P.D JUNCTION
A
50mm (APPROX) THICK
SAND/CEMENT BASE
SQUARE ACCESS LID WITH
10mmØ LIFTING HOLE IN THE
CENTRE
REFER NOTE 3
FINISHED FOOTPATH LEVEL.
REFER NOTE 2
EQUAL TO KERB DEPTH
COVER SUPPORT 16mmØ PLAIN
ROD WELDED TO C.P.D. FOR FULL
LENGTH OF LID.
REFER NOTE 5
SECTION A-A
CHECKER PLATE DRAIN
NTS
NOTES:
1. CHECKER PLATE DRAIN (C.P.D.) TO BE CONSTRUCTED OF 6mm THICK STEEL PLATE WITH
STEEL CHECKER PLATE TOP ALL FULLY WELDED AND HOT DIPPED GALVANISED.
2. TOP OF C.P.D. AND CHECKER PLATE ACCESS LID TO BE FLUSH WITH FOOTPATH
SURFACE.
3. ANY C.P.D. WIDER THAN 300mm TO BE PROVIDED WITH AN INTERNAL STIFFENER,
PLACED CENTRALLY AND FULLY WELDED.
4. ALL C.P.D.'S TO BE INSTALLED PERPENDICULAR TO THE STREET PROPERTY BOUNDARY.
5. WIDTH DIMENSION TO BE EQUAL TO EXISTING C.P.D. OR SIMILAR X-SECTIONAL AREA OF
EXISTING PIPE, BUT NOT LESS THAN MINIMUM WIDTH.
6. C.P.D. MINIMUM WIDTH 150mm.
10/08/11
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90
°
CHECKER PLATE DRAIN.
REFER NOTES 4 AND 5
STREET PROPERTY
BOUNDARY
LENGTH EQUAL TO FOOTPATH
WIDTH MINUS 20mm
PROPERTY BOUNDARY
KERB FACE
USE L-SHAPED CHECKER PLATE
DRAIN TO AVOID SERVICE COVERS,
POSTS NAD DRIVEWAYS
1000
REFER NOTE 3
STREET PROPERTY
BOUNDARY
CROSSING PLACE
A
20mm
50mm (APPROX) THICK
SAND/CEMENT BASE
A
DRAIN PIPE TYPE SITUATIONS TO
BE SEALED AT THE INTERNAL
PIPE AND C.P.D JUNCTION
CHECKER PLATE DRAIN
MUST STOP AT STREET
PROPERTY LINE
SQUARE ACCESS LID WITH
10mmØ LIFTING HOLE IN THE
CENTRE
REFER NOTE 3
FINISHED FOOTPATH LEVEL.
REFER NOTE 2
EQUAL TO KERB DEPTH
COVER SUPPORT 16mmØ PLAIN
ROD WELDED TO C.P.D. FOR FULL
LENGTH OF LID.
REFER NOTE 5
SECTION A-A
CHECKER PLATE DRAIN
NTS
NOTES:
1. CHECKER PLATE DRAIN (C.P.D.) TO BE CONSTRUCTED OF 6mm THICK STEEL PLATE WITH
STEEL CHECKER PLATE TOP ALL FULLY WELDED AND HOT DIPPED GALVANISED.
2. TOP OF C.P.D. AND CHECKER PLATE ACCESS LID TO BE FLUSH WITH FOOTPATH
SURFACE.
3. ANY C.P.D. WIDER THAN 300mm TO BE PROVIDED WITH A 500mm LONG INTERNAL
STIFFENER, FULLY WELDED PLACED CENTRALLY AT KERB AND AT 500mm INTERVALS.
4. ALL C.P.D.'S TO BE INSTALLED PERPENDICULAR TO THE STREET PROPERTY BOUNDARY
AND A MINIMUM OF 1.0m CLEAR OF ANY CROSSING PLACE.
5. WIDTH DIMENSION TO BE EQUAL TO EXISTING C.P.D. OR SIMILAR X-SECTIONAL AREA OF
EXISTING PIPE, BUT NOT LESS THAN MINIMUM WIDTH.
6. C.P.D. MINIMUM WIDTH 150mm.
7. L-SHAPED C.P.D. MUST BE IN THE FOOTPATH WITHIN THE PROPERTY BOUNDARY
ALIGNMENT DRAINING THAT PROPERTY.
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600
150
450
5mm CHAMFER
300
40
40
5mm CHAMFER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
DRIVEWAY CROSSOVER
1:10
NOTES:
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTH
(f'c=32MPa).
BRIGHTON LITE OR EQUIVALENT TO BE USED WHEN
FULL LENGTH OF KERBING IS CONSTRUCTED
2.
RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3.
4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTS
WHERE JOINING INTO EXISTING WATERTABLE AND
EVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETE
CODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,
COMPACTED TO 98% MMDD.
10/08/11
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450
225
225
5mm CHAMFER
300
35
5mm CHAMFER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
INVERT DRAIN
450mm
1:10
NOTES:
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTH
(f'c=32MPa).
BRIGHTON LITE OR EQUIVALENT TO BE USED WHEN
FULL LENGTH OF KERBING IS CONSTRUCTED
2.
RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3.
4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTS
WHERE JOINING INTO EXISTING WATERTABLE AND
EVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETE
CODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,
COMPACTED TO 98% MMDD.
10/08/11
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600
300
300
5mm CHAMFER
300
40
5mm CHAMFER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
INVERT DRAIN
600mm
1:10
NOTES:
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTH
(f'c=32MPa).
BRIGHTON LITE OR EQUIVALENT TO BE USED WHEN
FULL LENGTH OF KERBING IS CONSTRUCTED
2.
RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3.
4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTS
WHERE JOINING INTO EXISTING WATERTABLE AND
EVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETE
CODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,
COMPACTED TO 98% MMDD.
10/08/11
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5mm CHAMFER
150
25mm CHAMFER
FOOTPATH
REFER NOTE 3
CARRIAGEWAY
REFER NOTE 1
100mm
OR
140mm
OR
200mm
50 COVER
300
REFER NOTE 2
KERB
1:10
NOTES:
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTH
(f'c=32MPa).
BRIGHTON LITE OR EQUIVALENT TO BE USED WHEN
FULL LENGTH OF KERBING IS CONSTRUCTED
2.
RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3.
4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTS
WHERE JOINING INTO EXISTING WATERTABLE AND
EVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETE
CODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,
COMPACTED TO 98% MMDD.
10/08/11
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150
5
FALL
KERB HEIGHT
100 OR 140 OR 200
600
5mm
CHAMFER
450
25mm CHAMFER
5mm CHAMFER
300
40
15mm CHAMFER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
KERB AND WATERTABLE
1:10
NOTES:
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTH
(f'c=32MPa).
BRIGHTON LITE OR EQUIVALENT TO BE USED WHEN
FULL LENGTH OF KERBING IS CONSTRUCTED
2.
RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3.
4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTS
WHERE JOINING INTO EXISTING WATERTABLE AND
EVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETE
CODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,
COMPACTED TO 98% MMDD.
10/08/11
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50
VARIOUS MEDIAN INFILL
150
50
R25
EXISTING ROAD SURFACE
KERB MEDIAN
1:10
NOTES:
1.
MINIMUM CONCRETE COMPRESSIVE STRENGTH 32MPa
(f'c=MPa).
2.
BRIGHTON LITE OR EQUIVALENT TO BE USED WHEN
FULL LENGTH OF MEDIAN IS CONSTRUCTED.
10/08/11
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1200 NOMINAL
A
LENGTH OF RAMP:
900mm MIN. TO 1520mm MAX
1200mm FOR 100mm HIGH KERB
1500mm FOR 140mm HIGH KERB
45°
45°
600mm TACTILE
300mm CLEARANCE
A
KERB FACE
BRIGHTON LITE OR EQUIVALENT TO BE
USED (NO REINFORCEMENT) MINIMUM
CONCRETE COMPRESSIVE STRENGTH
f'c=32MPa.
BROOM SURFACE FINISH
FOOTPATH
CROSSFALL
150
SHARP TRANSITION WITH
NO LIP AT WATERTABLE
SHARP TRANSITION
AT MEET POINT
WITH FOOTPATH
RAMP GRADIENT
1:8 MAX
100mm THICK, 20mm QUARRY
RUBBLE TO PM21, COMPACTED
TO 98% MMDD.
TACTILE TYPE B INDICATOR.
COLOUR: GREY
REFER TO AS 1428.4-1992.
DO NOT USE METAL TACTILES
SECTION A-A
SHARP TRANSITION
BETWEEN RAMPS
AND SLOPING SIDES
KERB RAMP
NTS
NOTES:
1. KERB RAMP SHOULD BE LAID IN THE DIRECTION
OF TRAVEL ACROSS THE ROAD ALIGNED WITH THE
KERB RAMP ON THE FAR SIDE.
2. IT IS DESIRABLE THAT THE KERB RAMP AND
SLOOPING SIDES BE KEPT FREE OF PENETRATIONS
(ie. SERVICE COVERS), IF UNAVOIDABLE, THE
COVERS MUST BE SLIP RESISTANT.
10/08/11
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STREET PROPERTY
BOUNDARY
REFER DETAIL A
REINFORCED CONCRETE PIPE,
MINIMUM SIZE 150 DIAMETER.
(uPVC AND OTHER MATERIALS
NOT PERMITTED)
200 MIN COVER FOR THE
FULL LENGTH OF RCP
250 SQ.
PIPE
100 MINIMUM CONCRETE
BANDAGE
100 MINIMUM FALL
OUTLET PIPE INVERT MUST BE
EQUAL TO SUMP INVERT LEVEL
PIPE TO BE CONNECTED INTO TOP
HALF OF THE STORMWATER PIIPE
AND FLUSH WITH INTERNAL WALL
MAIN STORMWATER
PIPE
INSTALL JUNCTION CHAMBER IF
THE DIAMETER OF THE PROPOSED
CONNECTION PIPE IS EQUAL TO
OR GREATER THAN HALF THE
DIAMETER OF THE
CORPORATIONS STORMWATER
PIPE
300x300x6mm THICK CHECKER
PLATE COVER WITH 10mmØ
LIFTING HOLE IN THE CENTRE
FINISHED FOOTPATH LEVEL
COVER SUPPORT 16mmØ PLAIN
ROD, 35mm LONG WELDED TO
ANGLE AT CORNERS OF FRAME
FRAME 25x25x3mm MILD
STEEL ANGLE
SUMP WALL (INSITU
CONCRETE OR BRICK)
75 MIN.
MINIMUM 25mm FIXINGS LUGS OR
DYNABOLT IN EACH CORNER
DETAIL A
PROPERTY CONNECTION
NTS
10/08/11
JAS
STREET PROPERTY
BOUNDARY
REFER DETAIL A
200 MIN COVER FOR THE
FULL LENGTH OF RCP
REINFORCED CONCRETE PIPE,
MINIMUM SIZE 150 DIAMETER.
(uPVC AND OTHER MATERIALS
NOT PERMITTED)
250 SQ.
PIPE
100 MINIMUM CONCRETE
BANDAGE
100 MINIMUM FALL
OUTLET PIPE INVERT MUST BE
EQUAL TO SUMP INVERT LEVEL
CATCHPIT
POSSIBLE EXISTING WET SUMP
TYPE CATCHPIT
300x300x6mm THICK CHECKER
PLATE COVER (HOT DIPPED
GALVANISED) WITH 10mmØ
LIFTING HOLE IN THE CENTRE)
FINISHED FOOTPATH LEVEL
COVER SUPPORT 16mmØ PLAIN
ROD, 35mm LONG WELDED TO
ANGLE AT CORNERS OF FRAME
FRAME 25x25x3mm MILD
STEEL ANGLE
SUMP WALL (INSITU
CONCRETE OR BRICK)
75 MIN.
MINIMUM 25mm FIXINGS LUGS OR
DYNABOLT IN EACH CORNER
DETAIL A
PROPERTY CONNECTION
NTS
10/08/11
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0.9m (TYP)
THROAT WIDTH
PREFERRED 3m
MAXIMUM 6m
(SUBJECT TO APPROVAL)
YELLOW LINE (ONLY WHERE
NO KERB EXISTS)
300mm WIDE STOP LINE
BUILDING
PROPERTY
LINE
1.2m MIN.
BITUMEN FINISH
GRADE 1:48 TO 1:24
1m
GRADE 1:10 MAX.
REFER NOTE
1m RADIUS AND TAPER
CONCRETE MARGIN (300-150)
600mm TACTILES
10m NO STANDING ZONE
30°
CONCRETE KERB AND
GUTTER
300mm CONCRETE
MARGIN
TACTILED CROSSOVER
NTS
NOTE:
VEHICLE ACCESS MUST BE CHECKED IN
ACCORDANCE WITH AUSTRALIAN STANDARDS
2890.1-1993 OR APPROPRIATE TO ENSURE THAT A
VEHICLE WILL NOT SCRAPE THEIR UNDERSIDE
WHEN NEGOTIATING THE CROSSOVER
10/08/11
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BOLLARDS AND
RAILINGS
DETAILS:
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BICYCLE PARKING RAIL-FRAME
BOLLARD DETAIL
COLLAPSABLE BOLLARD DETAIL
CONCRETE / TIMBER SLEEPER RETAINING WALL DETAIL
FENCE AND FOOTING DETAIL
TYPICAL HANDRAIL
CL
800
CL
R1
0
GALVANISED 50 CHS 5.0
CAST 250mm INTO
FOOTINGS
0
PROVIDE 30mm
ASPHALT OVER
FOOTING
FINISHED
SURFACE
FLANGED
END
MASS CONCRETE
FOOTINGS
GRADE N20
BICYCLE PARKING RAIL-FRAME
NTS
10/08/11
JAS
6mm CAP PLATE HOT DIP
GALVANISED WELDED TO PIPE
OR
CONCRETE INFILL TO PIPE
WITH MOUND TO TOP SURFACE
1200
152 CHS 6.3 HOT DIP
GALVANISED
MOUND CONCRETE
150
1000
FINISHED SURFACE
450Ø-500Ø
BOLLARD DETAIL
(BL ON PLAN)
1:20
10/08/11
JAS
6mm CAP PLATE
HOT DIP GALVANISED
WELDED TO CHANNEL.
1000
114 CHS (HOT DIP
GALVANISED) PAINT
TO SUIT.
A
140 x 10 PL. x 200 LONG
WELDED TO CHANNEL
A
HEAVY DUTY HINGE BOLTED
TO BASE PL AND CHANNEL.
300 Sq. x 10 PL. BOLTED TO BASE PL.
4/M12 4.6/S H.D. BOLTS
THREADED AT TOP FOR
40mm.
200
650
30 x 10 PL. x 40 LONG WITH
10mmØ HOLE WELDED TO
BASE PL.
MASS CONCRETE
FOOTING CONCRETE
GRADE N25
450Ø
COLLAPSABLE BOLLARD DETAIL
NTS
140 x 10 PL. x 200 WELDED TO
CHANNEL WITH 40 x 15mm SLOT.
300 Sq. x 10
BASE PL.
30 x 10 PL x 40 LONG WITH 10mmØ
HOLE WELDED TO BASE PL.
SECTION A-A
10/08/11
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STEEL UPRIGHT
CONCRETE PIER FOOTING
SLEEPER
NEW CONCRETE/TIMBER SLEEPER
RETAINING WALL
MAX. HEIGHT RETAINED
=1.800m
300mm WIDE SELECTED
GRANULAR BACKFILL
MATERIAL (7mm)
150 UC 23 STEEL UPRIGHT
AT 240mm CTS.
CORNER DETAIL
NTS
SLEEPERS 200 x 100 x 2400mm LONG
(TIMBER GRADE F1; CONCRETE
GRADE N25) ON EDGE
A
A
NEW HOTMIX PAVEMENT SURFACE
SLEEPER
FOR FOOTING SIZE/ REINF'T
REFER PLAN.
STEEL UPRIGHTS
2-150 PFC
ALTERNATIVE CORNER DETAIL
NTS
SLEEPER
MASS CONCRETE 600Øx
2500mm DEEP BORED
CONCRETE PIER FOOTING
f'c=20MPa
G=20 kN/m³
STEEL UPRIGHT
AGRICULTURAL DRAIN
125 MIN.
COVER
LOCAL SHAPING OF SLEEPER
MAY BE REQUIRED TO SUIT
THE STEEL UPRIGHT
200
CONCRETE PIER FOOTING
SECTION A-A
NTS
CONCRETE/ TIMBER SLEEPER
RETAINING WALL DETAIL
NTS
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POSTS @ 2100
MAX CTRS
2100 MAX.
NEW GOOD-NEIGHBOUR COLORBOND
FENCE (REFER ARCHITECT'S
DRAWINGS FOR DETAILS)
MIN. 100 COVER
100
850 BELOW
GROUND LEVEL
MIN.
300Ø
FENCE AND FOOTING DETAIL
1:20
10/08/11
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TRAFFICABLE
SURFACE TO TOP
OF HANDRAIL
EXTENDED HANDRAIL
300 MIN. PARALLEL TO
SURFACE BELOW
KERB RAIL
TURN HANDRAIL
THROUGH A TOTAL
OF 180° OR RETURN
FULLY TO END POST
OR WALL FACE.
175 TO TOP OF KERB
RAIL
WARNING TACTILE
INDICATORS TO
AS 1428.4
TRANSITION
LANDING
300 ± 10
RAMP
LANDING
RAMP
600 TO 800
LANDING 1200 MIN.
TYPICAL HANDRAIL ELEVATION
NTS
NOTES:
1. THE 300mm EXTENSION IS NOT REQUIRED WHERE THE
HANDRAIL IS CONTINUOUS, E.G. ON THE INSIDE OF AN
INTERMEDIATE LANDING.
2. HANDRAIL, STAUNCHION & KICKRAIL TO STRICTLY
COMPLY WITH AS 1428.1.
3. ALL HANDRAIL, KICKRAIL, STAUNCHIONS & BRACKETS TO
BE HOT DIP GALVANISED AFTER FABRICATION. ALL SITE
WELDS TO HAVE THE WELD SLAG REMOVED & FINISH WITH 2
COATS OF COLD GALVANISED TREATMENT.
4. STANCHIONS AND HANDRAIL NOT SHOWN FOR CLARITY.
900
300
R16 ROD
SUPPORT
42.3 CHS 4.0 HANDRAIL
6 CAP PL.
6 CAP PL.,
SEAL WELD
42.3 CHS 4.0
KICK RAIL
48.3 CHS 4.0 STAUNCHIONS,
SPACING TO SUIT RAMP
PROFILE (1.5m MAX CTS).
175
WALKWAY
300 MIN.
900
CONTINUE KERB AND HANDRAILS
ACROSS/AROUND LANDING WHERE
POSSIBLE.
190Ø x 8 BASE PL.,
6mm CFW TO STAUNCHION
10mm NON-SHRINK GROUT,
4M12 DOME HEAD CHEMSET
ANCHORS.
TYPICAL HANDRAIL DETAIL
1:20
NOTE:
1. THE 300mm EXTENSION IS NOT REQUIRED WHERE THE
HANDRAIL IS CONTINUOUS, E.G. ON THE INSIDE OF AN
INTERMEDIATE LANDING.
2. HANDRAIL, STAUNCHION, KICKRAIL TO STRICTLY
COMPLY WITH AS 1428.1.
3. ALL HANDRAIL, KICKRAIL, STAUNCHIONS & BRACKETS TO
BE HOT DIP GALVANISED AFTER FABRICATION. ALL SITE
WELDS TO HAVE THE WELD SLAG REMOVED & FINISH WITH
2 COATS OF COLD GALVANISED TREATMENT.
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ENVIRONMENTAL
DETAILS:
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

DIVERSION DRAIN
GRATED INLET PIT SEDIMENT TRAP
KERB FILTER FABRIC
LEVEL SPREADER
PROTECTION OF EXISTING STORMWATER INLETS
SEDIMENT FENCE
SIDE ENTRY PIT SEDIMENT TRAP
STRAW BALE & GEOTEXTILE SEDIMENT FILTER
TEMPORARY CONSTRUCTION EXIT
TYPICAL SEDIMENT BASIN
WORM SEDIMENT TRAP
1
0.3m
MIN.
NATURAL SURFACE
2.5
2.5
1.0m
MIN.
2.5
300
MIN.
1
1
COMPACTED EARTH BANK
TOP WIDTH 0.5m MIN.
DIVERSION DRAIN
NTS
10/08/11
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50-75mm GRAVEL, 200mm MIN DEPTH
SILT LADEN RUNOFF
SILT LADEN RUNOFF
GEOTEXTILE FILTER FABRIC
HEAVY GAUGE WIRE MESH
12mm PITCH
ALTERNATIVELY, DROP INLET MAY
BE SURROUNDED BY HALE BALE
BARRIERS OR A SILT FENCE
REFER RELEVANT DETAILS
FILTERED WATER
GRATED INLET PIT SEDIMENT TRAP
NTS
10/08/11
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MIN.
150
USE SPACER BETWEEN KERB
& FILTER TO MAINTAIN
EFFECTIVE OPENING
100
MIN.
GEOFABRIC & GRAVEL
EXTENDS 250mm MIN. PAST
THE END OF THE WIRE MESH
TO ENSURE SEAL WITH KERB.
ROLL OF WIRE MESH &
GEOFABRIC FILLED
WITH 25-50Ø GRAVEL
KERB FILTER FABRIC
THIS PRACTICE ONLY TO BE USED WHERE SPECIFIED
IN AN APPROVED SWMP.
10/08/11
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EARTH BANK
E
L GRAD
CHANNE
N
IO
S
R
m
6
DIVE
OR LAST
< 1.0% F
DE,
0% GRA
SILL AT NGTH 4m
E
MIN. L
DIVERSION OR
PERIMETER BANK
ABLE
VER ST
FLOW O
SHEET ISPOSAL AREA
D
PERSPECTIVE VIEW
2.0m MIN
0.15m
MIN
SILL
EROSION CONTROL MATTING
SECTION
LEVEL SPREADER
NTS
10/08/11
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STAKES
EXISTING GRATE
GEOTEXTILE
FILTER FABRIC
PROTECTION OF
EXISTING STORMWATER INLETS
NTS
10/08/11
JAS
DISTURBED AREA
UNDISTURBED AREA
FASTEN WIRE MESH TO STAKES
WITH HEAVY DUTY WIRE STAPLES
FIX GEOFABRIC TO WIRE MESH.
JOINTS TO HAVE MIN 300mm OVERLAP
AND EITHER SEWN OR ATTACHED TO
STAKES
FLOW DIRECTION
PROVIDE STAKES AT 2.0m MAX SPACING
DRIVEN 500mm-700mm INTO GROUND.
STAKES TO BE 100mm DIA TIMBER POSTS
OR 1.5kg/m STEEL POSTS
GEOFABRIC & WIRE MESH
BURIED 200mm INTO GROUND,
ROCKY GROUND, SET INTO
CONCRETE PLINTH
SILT FENCE INSTALLATION METHOD
NTS
STEEL STAKES
OR SIMILAR
3000
WIRE OR STEEL MESH
DISTURBED AREA
OF FL
OW
STAKES DRIVEN
600 INTO GROUND
600
MAX
TION
200
DIRE
C
MAX
DETAIL OF OVERLAP
UNDISTURBED
AREA
GEOTEXTILE FILTER
FABRIC
SEDIMENT FENCE
DRAINAGE AREA 0.6HA MAX. SLOPE GRADIENT 1:2 MAX.
SLOPE LENGTH 60M MAX.
10/08/11
JAS
HEAVY GAUGE WIRE MESH
12mm PITCH
PROVIDE 80 x 50 BATTEN SPACED
50mm FROM KERB FACE AND 70mm
FROM WATERTABLE
GEOTEXTILE FILTER FABRIC, FIXED
TO REAR SIDE OF BATTEN
FINISHED SURFACE
50-75mm GRAVEL
SILT LADEN RUNOFF
FINISHED SURFACE
CONCRETE GUTTER
FILTERED WATER
SIDE ENTRY PIT SEDIMENT TRAP
NTS
10/08/11
JAS
DISTURBED AREA
UNDISTURBED AREA
PROVIDE 2 STAKES PER BALE,
DRIVEN 600mm INTO GROUND.
HAY BALES PLACED LENGTH
WISE, END TO END.
FLOW DIRECTION
EMBED BALE 100mm INTO GROUND
100
GROUND LEVEL
HAY BALE BARRIER
NTS
GEOTEXTILE FILTER FABRIC
ANGLE FIRST STAKE
TOWARDS PREVIOUSLY
LAID STAW BALE
DRIVE IN THREE
STAKES PER BALE
STAPLE GEOTEXTILE FILTER
ON TOP EDGE OF BALE.
DISTURBED AREA
OF FL
OW
200
TION
100
DIRE
C
FACE BALE TWINE AWAY
FROM DIRECT SUNLIGHT
UNDISTURBED
AREA
STAKES DRIVEN 600
INTO GROUND
DRAINAGE AREA 0.5HA. SLOPE GRADIENT 1:2 MAX.
SLOPE LENGTH 50m MAX.
STRAW BALE & GEOTEXTILE SEDIMENT FILTER
NTS
10/08/11
JAS
15.0m LE
NGTH
ENTRY TO
SITE
IDTH
W
3.0m
)
.
N
I
(M
BERM
MIN OF 5 STEEL OR TIMBER
"CATTLE GRID" SHAKER AT 3.0m CTS.
50-75mm BALLAST
300mm
0.2m
MIN
3.0m
(MIN.)
EXIT TO
PUBLIC R
OAD
GEOFABRIC BIDMIN A12
TO UNDERLINE BALLAST.
TEMPORARY CONSTRUCTION EXIT
NTS
10/08/11
JAS
RISER PIPE OPEN AT TOP
STORAGE VOLUME
300
TWL
MAX SLOPE 2:1
600
MAX SIDE
SLOPE 2:1
CREST OF
OVERFLOW OUTLET
1000
750
SETTLING VOLUME
IN
FL
OW
PRIMARY
100
OUTLET
UPVC PIPE Ø250
2 x Ø35mm HOLES
200
200
2 x Ø30mm HOLES
STEEL REINFORCED
CONCRETE BASE 400
x 400 x 400.
100
2 x Ø25mm HOLES
WIRE MESH
OUTLET PROTECTION
PROVIDE 2m x 2m x 0.17m
RIP-RAP. STONE GRADING
d50=0.110m.
25 TO 50mm OPENING
GEOTEXTILE FILTER - BIDIM A24
OR EQUIVALENT
PERFORATED PIPE
PROVIDE 20 x Ø10mm HOLES
TYPICAL CROSS SECTION OF SEDIMENT BASIN
250
NOTE:
OUTLET PIPE IS ONLY USED FOR THE ARRANGEMENT AT
THE PROPOSED RESIDUALS LAGOON AREA.
CONSTRUCT DENSELY
GRASSED OVERFLOW
SPILLWAY. MAX. SLOPE 6.5%.
CREST 300 ABOVE TOP OF
WATER LEVEL
1
4
4
1
1000
FLOW
SEDIMENT STROAGE ZONE
LENGTH
WIDTH
INFLOW
EARTH
EMBANKMENT
LENGTH/WIDTH
RATIO 3:1 MIN.
PLAN VIEW OF TYPICAL SEDIMENT BASIN
NTS
10/08/11
JAS
WIRE MESH
FILTER FABRIC
SEMI-PORTABLE VERSION
(SEALED BOTH ENDS)
GRAVEL (50-75mm)
WORM SEDIMENT TRAP
NTS
10/08/11
JAS
KERBING
DETAILS:




















100mm KERB / 100mm KERB & GUTTER
150mm KERB / 150mm KERB & GUTTER
200mm KERB / 200mm KERB & GUTTER
300mm CONCRETE INVERT DRAIN
450mm CONCRETE INVERT DRAIN
600mm CONCRETE INVERT DRAIN
BLOCK PAVE INVERT DRAIN DETAIL
CONCEALED EDGE STRIP
CROSSOVER
EDGE STRIP
EXTENDED HEIGH KERB / EXTENDED HEIGHT KERB & GUTTER
KERB RAMP (1)
KERB RAMP (2)
KERB RAMP (3)
MEDIAN KERB
MOUNTABLE KERB & GUTTER
NEW KERB ON EXISTING PAVEMENT DETAIL
PRECAST CONCRETE WHEEL STOP
RAMPED THRESHOLD
ROLLOVER KERB & GUTTER
100
50
R15
100
FSL
FINISHED PAVEMENT
150
CLEAN BACKFILL
BEHIND KERB U.N.O.
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
300
SUBGRADE (100% STANDARD
COMPACTION)
100mm KERB
(100K ON PLAN)
1:10
100
50
300
R15
FSL
5mm LIP ON PAVEMENT
20
40
CLEAN BACKFILL
BEHIND KERB U.N.O.
150
100
FINISHED PAVEMENT
300
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARD
COMPACTION)
100mm KERB AND GUTTER
(100K&G ON PLAN)
1:10
10/08/11
JAS
100
50
R15
150
FSL
FINISHED PAVEMENT
150
CLEAN BACKFILL
BEHIND KERB U.N.O.
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
300
150mm KERB
SUBGRADE (100% STANDARD
COMPACTION)
(150K ON PLAN)
1:10
100
50
300
R15
150
FSL
FINISHED PAVEMENT
40
CLEAN BACKFILL
BEHIND KERB U.N.O.
150
5mm LIP ON PAVEMENT
300
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARD
COMPACTION)
150mm KERB AND GUTTER
(150K&G ON PLAN)
1:10
10/08/11
JAS
100
50
R15
200
FSL
CLEAN BACKFILL
BEHIND KERB U.N.O.
200
FINISHED PAVEMENT
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARD
COMPACTION)
300
200mm KERB
(200K ON PLAN)
1:10
100
300
R15
FSL
R15
5mm LIP ON PAVEMENT
FINISHED PAVEMENT
40
200
25
200
CLEAN BACKFILL
BEHIND KERB U.N.O.
50
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
300
SUBGRADE (100% STANDARD
COMPACTION)
200mm KERB AND GUTTER
(200K&G ON PLAN)
1:10
10/08/11
JAS
R75
5mm LIP ON ASPHALTIC
CONCRETE PAVEMENT
(TYP.)
25
300
50
125
20mm CHAMFER
(TYP.)
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
SL72 MESH
SUBGRADE (100% STANDARD
COMPACTION)
300mm CONCRETE INVERT DRAIN
(300ID ON PLAN)
1:10
10/08/11
JAS
20mm CHAMFER
(TYP.)
150
R75
35
450
5mm LIP ON ASPHALTIC
CONCRETE PAVEMENT
(TYP.)
50
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
SL72 MESH
SUBGRADE (100% STANDARD
COMPACTION)
450mm CONCRETE INVERT DRAIN
(450ID ON PLAN)
1:10
10/08/11
JAS
20mm CHAMFER
(TYP.)
150
R75
40
600
5mm LIP ON ASPHALTIC
CONCRETE PAVEMENT
(TYP.)
50
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
SL72 MESH
SUBGRADE (100% STANDARD
COMPACTION)
600mm CONCRETE INVERT DRAIN
(600ID ON PLAN)
1:10
10/08/11
JAS
POLYMER MODIFIED ADHESIVE
MORTAR TO SUPERINTENDENT'S
APPROVAL
1:20
3
10
1:8
150
100
20
25mm BEDDING SAND
20
3
WIDTH OF INVERT DRAIN
20mm F.C.R. (PM.1/20QM)
BASECOURSE (98%
MODIFIED COMPACTION)
GRADE N20 CONCRETE SL82
MESH CENTRAL WIDTH OF
CONCRETE BASE SHALL NOT
EXCEED WIDTH OF INVERT
DRAIN
SUBGRADE (100% STANDARD
COMPACTION)
BLOCK PAVE INVERT DRAIN DETAIL
(VEHICULAR)
1:10
10/08/11
JAS
EQUAL
SELECTED PAVING
UNITS
100
CONCRETE EDGE STRIP
25mm BEDDING SAND
100
EQUAL
CAST EDGE AGAINST
PAVING UNITS
CONCEALED EDGE STRIP
(NON-VEHICULAR)
1:10
10/08/11
JAS
STANDARD KERBING BEYOND
125
20mm CHAMFER
(TYP.)
FINISHED SURFACE
150
R25
80
80
600
R40
270
FINISHED SURFACE
290
250
600
CROSSOVER
1:10
10/08/11
JAS
125
N25 CONCRETE. TOOLED JOINTS AT
2.0m CTRS. 2xN16, 200 LAP
CONTINUOUS.
LANDSCAPING
200
PAVEMENT
100mm MIN. Q.R. PM(2/20QR)
SUBBASE COURSE
(98% MODIFIED COMPACTION)
SUBGRADE (100% STANDARD
COMPACTION)
EDGE STRIP
(ES ON PLAN)
1:10
10/08/11
JAS
110
25
TWO PART POLYURETHANE SEALANT
SEAL-N-FLEX TRAFFICABLE OR
APPROVED EQUIVALENT
300mm MIN.
750mm MAX.
150 LAP
SL.72 MESH
150
FINISHED SURFACE
HEIGHT VARIES
N12 CONTINUOUS
N12 BARS AT 300 CTS.
C.J
530
COMPRESSIBLE
FILLER NOMINAL 12mm
WIDE
1.N12 BAR
200Ø PIERS AT 1200mm CTS.
AND AT EACH SIDE OF JOINT
200
EXTENDED HEIGHT KERB & GUTTER
(EHK&G ON PLAN)
1:10
150
SL82 MESH
C.J (OPTIONAL)
2N12 BARS
530
FINISHED SURFACE
25
HEIGHT VARIES
300mm MIN.
750mm MAX.
100
200Ø PIERS AT 1200mm CTS.
AND AT EACH SIDE OF JOINT
200
EXTENDED HEIGHT KERB
(EHK ON PLAN)
1:10
10/08/11
JAS
A
2000 MIN.
1500 MIN.
BUILDING LINE
LANDING 1500 MIN. FROM
TOP OF RAMP TO ANY
OBSTRUCTION
UPPER
LANDING
1520 MAX.
KERB RAMP
1 IN 8 MAX.
1200 MIN.
B
45°
WARNING UNIT AS
SPECIFIED IN AS1428.4
45°
KERB FACE
LOWER
LANDING
B
1000 MIN.
A
PLAN
INCLUDED ANGLE BETWEEN
RAMP SURFACE AND
LOWER SURFACE 166° MIN.
SHARP TRANSITION AT
CHANGE OF GRADE TOP
AND BOTTOM OF RAMP
190 MAX.
FOOTPATH
TOP
LANDING
1500 MIN.
ROADWAY
1 IN 8
KERB RAMP
1520 MAX.
LOWER
LANDING
1200 MIN.
SECTION A-A
KERB
SLOPING
SIDE
RAMP
SECTION B-B
KERB RAMP DETAIL
1:50
NOTE:
THE RAMP AND SLOPING SIDES SHOULD
BE SLIP RESISTANT AND OF A COLOUR
THAT CONTRASTS WITH THE ADJOINING
SURFACES.
10/08/11
JAS
A
1200
WARNING UNIT AS
SPECIFIED IN AS1428.4
JOINT
JOINT
A
PLAN OF KERB RAMP
150
1050
25mm FALL
75
1:20
FINISHED SURFACE
25
RAMP
100
125
FINISHED SURFACE
SECTION A-A
1:10
10/08/11
JAS
WARNING UNIT AS
SPECIFIED IN AS1428.9
DIRECTION AND LOCATION
OF FOOTPATH
RAMP DOWN
A
1500
45°
A
LANDING:
SLOPE SHALL NOT EXCEED
1 IN 50 IN ANY DIRECTION
1200
(MIN.)
UTTER
AND G
KERB
PLAN
1:50
VARIES
(GRADIENT 1:10 MAX.)
FINISHED SURFACE
SECTION A-A
1:10
KERB RAMP CROSSING
SECTION
SCALE 1:10
NOTES:
1. RAMPS GIVING ACCESS TO ROADWAYS HAVING
KERB AND FOOTPATHS EACH SIDE SHALL BE
PROVIDED IN PAIRS, ONE IN EACH FOOTWAY AND
DIRECTLY OPPOSITE EACH OTHER.
2. THE RAMP AND SLOPING SIDES SHALL BE SLIP
RESISTANT. (ie. CONCRETE TEXTURED SURFACE)
TO AS 3661.
3. TACTILE DIRECTIONAL INDICATORS (WARNING
UNITS) SHALL BE AS SPECIFIED IN AS 1428.4
10/08/11
JAS
255
25
110
R40
R40
R20
190
225
140
FINISHED PAVEMENT
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
300
SUBGRADE (100% STANDARD
COMPACTION)
MEDIAN KERB
(MK ON PLAN)
1:10
10/08/11
JAS
530
20mm CHAMFER (TYP.)
230
65
300
165
5mm LIP ON ASPHALTIC
CONCRETE PAVEMENT
R20
FSL
125
CLEAN BACKFILL
BEHIND KERB U.N.O.
100
200
FINISHED PAVEMENT
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
300
SL.72 MESH
SUBGRADE (100% STANDARD
COMPACTION)
MOUNTABLE KERB & GUTTER
(MK&G ON PLAN)
1:10
10/08/11
JAS
SAWCUT
SAWCUT
WIDTH
Q.R.
EXISTING BITUMEN
SURFACE PROFILE
KERBING
REMOVE HOT MIX
LAYER
F.C.R.
EXISTING PAVEMENT
WIDTH OF SAWCUT
DEPENDENT ON
COMPACTION PLANT
EXISTING BITUMEN SURFACE
EXIST PAVEMENT
DEPTH
5mm LIP ON PAVEMENT
NEW ISLAND
RETAIN EXISTING PAVEMENT
300 MIN.
100mm MINIMUM THICKNESS
NEW KERB ON
EXISTING PAVEMENT DETAIL
FCR (PM1) (98% MODIFIED
COMPACTION) EXTEND 300mm
BEHIND BACK OF KERB.
SUBGRADE (100% STANDARD
COMPACTION)
NTS
10/08/11
JAS
165
30
15
30
75
15
EPOXY GROUT
30
110
SEAL DOWEL HOLE WITH EPOXY
MORTAR TWO HOLES PER UNIT
FINISHED SURFACE
2 R12 DOWELS 400 LONG
300mm INTO PAVING (250
FROM EACH END)
EACH UNIT 1770 LONG
PRECAST CONCRETE WHEEL STOP
1:5
10/08/11
JAS
DOOR
RAMP GRADIENT
1:8 MAX
35
20 MAX
280 MAX
RAMPED THRESHOLD
1:10
NOTE:
THE EDGES OF THE THRESHOLD RAMP
SHALL BE TAPERED OR SPLAYED AT A
MINIMUM OF 45° WHERE THE RAMP DOES
NOT ABUT A WALL.
10/08/11
JAS
5mm LIP ON PAVEMENT
70
160
300
25
FSL
25
CLEAN BACKFILL
BEHIND KERB U.N.O.
125
75
FINISHED PAVEMENT
100mm MIN. COMPACTED Q.R.
(PM.2/20QG) SUBBASE
(95% MODIFIED COMPACTION)
300
SUBGRADE (100% STANDARD
COMPACTION)
ROLLOVER KERB & GUTTER
(RK&G ON PLAN)
1:10
10/08/11
JAS
NOTES & LEGENDS
NOTES:









GENERAL COMPACTION NOTES
GENERAL NOTES
PAVEMENT NOTES
REFERENCE DOCUMENTATION
SIGNAGE AND LINEMARKING NOTES
SITE CONTAMINATION - CONTRACTORS RESPONSIBILITIES
STORMWATER NOTES
SUBGRADE PREPARATION FOR PAVEMENT
SURFACE AND SUBSURFACE DRAINAGE AND SEDIMENT CONTROL
LEGENDS:





EXISTING SERVICES LEGEND
LEGEND (1)
LEGEND (2)
SURVEY LEGEND (1)
SURVEY LEGEND (2)
GENERAL COMPACTION NOTES
1. ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL DELETERIOUS MATERIAL,
INCLUDING THE FOLLOWING : TREES, ROOTS AND ALL OTHER DECAYED VEGETATION.
2. PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL CONSTRUCTION, THE ENTIRE SITE
AREA IS TO BE COMPACTED AND TESTED IN ACCORDANCE WITH AS1289.5.1.1 TO PRODUCE THE
FOLLOWING:
- 98% STANDARD COMPACTION AT THE SURFACE AND AT 300mm BELOW SURFACE LEVEL, WHEN
PAVEMENTS AND STRUCTURES ARE TO BE CONSTRUCTED, ELSEWHERE 95%.
- TESTING SHALL BE CARRIED OUT A RATE OF 1 TEST PER 150 Sq/m AT EACH 200mm LAYER OF FILL (MIN 5
TESTS PER LAYER).
TESTING SHALL BE EVENLY SPACED OVER THE ENTIRE SITE, AND AT RANDOM LOCATIONS.
TEST RESULTS SHALL BE FORWARDED TO THE SUPERINTENDENT FOR APPROVAL PRIOR TO
COMMENCEMENT OF WORKS.
3. ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD COMPACTION TO AS
1289.5.1.1 (U.N.O.) WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%.
FILL MATERIAL TO BE APPROVED BY THE SUPERINTENDENT. THE LOOSE THICKNESS OF EACH LAYER
BEFORE COMPACTION SHOULD NOT EXCEED 200mm WITHOUT THE APPROVAL OF THE
SUPERINTENDENT.
PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2.
4. ALL EXISTING FILL WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETELY REMOVED. MATERIAL
SHALL BE REPLACED AND COMPACTED IN LAYERS NOT EXCEEDING 200mm WHEN MEASURED LOOSE.
EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN 98% STANDARD
COMPACTION WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%
10/08/11
JAS
GENERAL NOTES
1. THESE DRAWINGS ARE NOT CADASTRAL PLANS AND MUST NOT BE USED IN DETERMINING PRECISE
DETAILS WITH RESPECT TO BOUNDARIES.
2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
3. ALL DIMENSIONS SHALL BE VERIFIED ON SITE.
4. ALL LEVELS ARE EXPRESSED IN METRES.
5. ALL CO-ORDINATES ARE A.M.G. BASED, UNLESS NOTED OTHERWISE.
6. LEVEL DATUM IS A.H.D.
SUPPLIED SETOUT INFORMATION
7. SET OUT OF CARPARKS AND ASSOCIATED FEATURES SHALL BE SUPPLIED TO THE CONTRACTOR IN AN
ELECTRONIC 2D FORMAT (AutoCAD 2007) WHICH CONTAINS CONTROL POINTS AND T.B.M. NO TABULATED
SET OUT INFORMATION IN HARD COPY WILL BE ISSUED. CAD FILES WILL BE ISSUED IN MILLIMETRES.
CONTRACTOR TO ALLOW FOR FILE CONVERSION AS REQUIRED. ORIGINAL FULL SIZE AURECON
DRAWING MAY BE SCALED SUBJECT TO CORRECT BAR SCALE VERIFICATION.
8. REFER TO DIMENSIONED ARCHITECTURAL BUILDING DETAILS FOR ALL SET OUT DIMENSIONS OF
BUILDINGS, KERBING, PAVING, ETC.
9. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATIONS.
10. REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR DETAILS OF CONCRETE FLOOR AND BEAMS
BEFORE SETTING OUT.
11. REFER TO HYDRAULICS DRAWINGS FOR ALL UNDERGROUND PIPEWORK AND DETAILS.
12. SPOIL TO BE STOCKPILED AS DIRECTED BY THE SUPERINTENDENT AND EXCESS NOT USED IS TO BE
REMOVED FROM SITE BY CONTRACTOR.
13. THESE DRAWINGS ARE A SCHEMATIC REPRESENTATION OF SERVICES INFORMATION CONTAINED IN
DRAWINGS ISSUED BY THE RELEVANT AUTHORITIES.
THE INFORMATION CONTAINED IN THESE DRAWINGS IS INDICATIVE ONLY, AND REFERENCE SHOULD BE
MADE TO THE RELEVANT AUTHORITIES DOCUMENTATION TO CONFIRM ACCURACY AND COMPLETENESS.
WHERE INFORMATION IS AVAILABLE, THE SUB-SURFACE SERVICES INSTALLED BY CONTRACTORS OTHER
THAN THE AUTHORITIES HAVE BEEN SHOWN, BUT ADDITIONAL UNDOCUMENTED SERVICES MAY BE
PRESENT. SHOULD THE CONTRACTOR BELIEVE THAT SUB-SURFACE SERVICES ARE AT RISK OF DAMAGE
DURING CONSTRUCTION, THE CONTRACTOR SHOULD NOTIFY THE RELEVANT AUTHORITIES AND
ESTABLISH THE EXACT LOCATION OF THE SERVICES.
14. THE FINISHED SURFACE SHALL BE EVENLY GRADED BETWEEN DESIGN SURFACE LEVELS.
15. DEMOLISH AND REMOVE ALL EXISTING INSTALLATIONS WHICH ARE TO BE AFFECTED BY NEW WORKS.
EXTENT OF DEMOLITION TO BE CONFIRMED ON SITE WITH THE SUPERINTENDENT PRIOR TO
COMMENCEMENT OF WORKS.
16. CONTRACTOR TO ADJUST LIDS OF EXISTING SERVICE PITS TO MATCH FINISHED SURFACE LEVEL.
PROVIDE HEAVY DUTY COVER IF IN PAVED AREA TO THE REQUIREMENTS OF THE RELEVANT AUTHORITY,
IF APPLICABLE. RELOCATE SERVICE AS REQUIRED.
17. WORKMANSHIP AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE RELEVANT CURRENT S.A.A.
CODES INCLUDING ALL AMENDMENTS, AND THE LOCAL STATUTORY AUTHORITIES, EXCEPT WHERE
VARIED BY THE CONTRACT DOCUMENTS.
18. ANY DISCREPANCY BETWEEN DRAWINGS SHALL BE REPORTED TO THE SUPERINTENDENT BEFORE
WORK PROCEEDS.
10/08/11
JAS
PAVEMENT NOTES
1. EXISTING PAVERS THAT ARE INDICATED TO BE RELAID ARE TO BE NEATLY STOCKPILED ON SITE TO
AVOID DAMAGE DURING CONSTRUCTION.
2. AREAS OF RELAID PAVERS SHALL HAVE BASE MATERIAL CUT TO NEW LEVEL WITHIN EXISTING BASE
MATERIAL AND NEW 25mm SAND LAYER.
3. PAVER LOC OR SIMILAR PRODUCT SHALL BE USED ON ALL RELAID PAVERS.
4. PAVERS RELAID SHALL BE CLEANED PRIOR TO RE-INSTALLATION. DAMAGED PAVERS ARE TO BE
REPLACED.
5. IN AREAS WHERE ASPHALT PAVEMENT EXISTS AND NEW PAVEMENT IS BEING LAID THE CONTRACTOR
SHALL REMOVE THE EXISTING TOP COAT AND PAVEMENT DOWN 100mm FROM SURFACE LEVEL.
6. RE-ASPHALTED AREAS SHALL HAVE EXISTING BASE MATERIAL EXCAVTED (GENERALLY 100mm)
REPLACED WITH A DTEI SPEC PM1/20QG AND COMPACTED (98% MODIFIED) TO NEW DESIGN LEVEL AND
HOTMIX PLACED TO MATCH NEW LEVELS.
7. ALL PAVERS UPON COMPLETION OF INSTALLATION SHALL BE TREATED WITH A STAIN RESISTANT
COATING/SEALANT TO ASSIST WITH CLEANING OF PAVERS. CONTRACTOR TO SUBMIT TREATMENT AND
WORK METHOD TO SUPERINTENDENT FOR APPROVAL.
10/08/11
JAS
REFERENCE DOCUMENTATION
1. REFER TO THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS FOR ALL SITE AND SOIL EXCAVATION
EXTENTS.
2. THE CIVIL SPECIFICATION SHALL BE READ IN CONJUCTION WITH THE GEOTECHNICAL REPORT FOR
SOIL EXCAVATION AND WITH THE DRAWINGS PROVIDED.
3. STRUCTURAL DRAWINGS FOR ALL BUILDING STRUCTURAL DETAILS.
4. LANDSCAPE ARCHITECTURAL DRAWINGS FOR ALL TREE LOCATIONS, TREE PROTECTION AND
LANDSCAPE DETAILS.
5. ARCHITECTURAL DRAWINGS FOR FINAL COORDINATION OF PROJECT DETAILS AND ALL BUILDING
DETAILS.
6. REFER TO THE ENVIRONMENTAL ENGINEERS REPORT FOR ALL SITE SOIL CONTAMINATION REPORTS
AND REQUIREMENTS.
10/08/11
JAS
SIGNAGE & LINEMARKING NOTES
1. TRAFFIC CONTROL DETAILS IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1742 MANUAL OF
TRAFFIC CONTROL DEVICES AS MODIFIED BY THE "CODE OF TECHNICAL REQUIREMENTS FOR THE LEGAL
USE OF TRAFFIC CONTROL DEVICES (TSA)" AND "INTERIM GUIDELINES FOR PAVEMENT MARKING MANUAL
IN SOUTH AUSTRALIA (TSA)".
2. FINAL LOCATION OF SIGNS TO BE DETERMINED ON SITE.
3. SIGNS TO BE INSTALLED IN ACCORDANCE WITH AS 1742-APPENDIX C.
4. ALL LINE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINEMARKING OR TO THE FACE OF KERB.
5. ALL LINEMARKING 100mm WIDE UNLESS NOTED OTHERWISE.
PAVEMENT MARKING TABLE
LINE TYPE
COLOUR
DESCRIPTION
STOP LINE
WHITE
450mm WIDE.
(RECESS 300 BACK FROM
FACE OF KERB)
HOLDING LINE
WHITE
450mm WIDE,
600mm LINE 600 GAP.
(RECESS 300 BACK FROM
FACE OF KERB)
NO STANDING
LINE
YELLOW
100 WIDE
CONTINUOUS
TURNING
LINE
WHITE
100mm WIDE
600mm LINE 600mm GAP
SEPARATION
LINE A
WHITE
100mm WIDE
3.0m LINE 9.0m GAP
SEPARATION
LINE B
WHITE
100mm WIDE
6.0m LINE 6.0m GAP
UNBROKEN
SEPARATION
LINE
WHITE
100mm WIDE
CONTINUOUS
BROKEN
LANE
LINE
WHITE
100mm WIDE
3.0m LINE 9.0m GAP
CONTINUITY
LINE
WHITE
100mm WIDE
1.0m LINE 3.0m GAP
CHEVRON/
DIAGONAL
MARKING
WHITE
L=100mm
B=600mm
W=200mm
S=3000mm
A=45°
CARPARKING
LINE
WHITE
100mm WIDE
CONTINUOUS
(NOTE: REFER TO ARCHITECT'S
DRAWINGS FOR CARPARK
SETOUT & DIMENSIONS)
CROSSWALK
LINE
WHITE
150mm WIDE
600 LINE, 300 GAP
EDGE
LINE
WHITE
100mm WIDE
23.0m LINE, 1.0m GAP
REFER DIAGRAM
SIGNAGE LEGEND
No.
A
B
C
D
E
El
Er
F
G
H
I
J
K
L
M
N
O
CODE & SIZE
R1-2A
R2-4A
R2-7A
R1-1A
R5-35
R5-35l
R5-35r
D4-2-2
RS-10
R5-23
R5-20
R5-16
R5-13
R3-1
TYPE
GIVE WAY
NO ENTRY
ONE WAY TRAFFIC
STOP
NO STOPPING -BOTH WAYS
NO STOPPING -LEFT
NO STOPPING -RIGHT
HAZARD DIRECTIONAL SIGN
DISABLED PARKING BAY
LOADING ZONE
BUS ZONE
PRAM PARKING BAY
1/2 HOUR PARKING
MANAGERS PARKING
NIGHT STAFF PARKING
5 MINUTE PARKING
WOMBAT CROSSING
10/08/11
JAS
SITE CONTAMINATION CONTRACTORS RESPONSIBILITIES
1. CREATE AND ADHERE TO A SITE SPECIFIC CEMP (CONSTRUCTION ENVIRONMENTAL MANAGEMENT
PLAN). THIS DOCUMENT SHALL CONTAIN THE NATURE AND IMPLICATIONS OF THE CONTAMINATION.
2. APPOINT A CEMP ADMINISTRATOR TO IMPLEMENT AND MANAGE THE CEMP. PREPARE AN
ORGANISATIONAL CHART (TO BE ADDED INTO THE CEMP) OUTLINING RESPONSIBILITIES FOR THE
ONGOING MANAGEMENT OF THE SITE DURING CONSTRUCTION WORKS. IMPLEMENT A FORMAL PROCESS
OF APPROVAL AND DOCUMENTATION UNDER THE CEMP.
3. IMPLEMENT A SYSTEM OF ONGOING MONITORING AND REVIEW OF THE EFFECTIVENESS OF THE CEMP,
INCLUDING INTERNAL OR EXTERNAL AUDITS.
4. PREPARE AND IMPLEMENT A CONSTRUCTION OH&S PLAN COGNISANT OF THE SITE CONTAMINATION.
IMPLEMENT A REVIEW PROCESS FOR ASSOCIATED DOCUMENTS. IMPLEMENT A RECORD KEEPING
SYSTEM FOR ASSOCIATED DOCUMENTS, INCLUDING NON-CONFORMANCES.
5. ENSURE EVERY RELEVANT PARTY IS AWARE OF THE CONTENT AND REQUIREMENTS OF THE CEMP.
CONDUCT FORMAL DOCUMENTED INDUCTIONS FOR RELEVANT PEOPLE; MAKE COPIES OF THE CEMP
AND OTHER DOCUMENTATION AVAILABLE TO ALL RELEVANT PEOPLE.
6. REQUIRE THE FOLLOWING OF ANYONE WHO MAY DISTURB THE CONTAMINATED SOIL (E.G.
CONTRACTOR'S STAFF, SUBCONTRACTORS, GEOTECHNICAL CONSULTANTS): INDUCTION; PROVISION OF
WRITTEN PLAN OF HOW EXPOSURE TO CONTAMINATED SOIL WILL BE MANAGED; CEMP ADMINISTRATOR
APPROVAL OF PLAN; CEMP ADMINISTRATOR SIGNOFF ON COMPLETED WORKS; REPORTING OF
INCIDENTS AND IMPLEMENTATION OF CORRECTIVE ACTION AND DOCUMENTATION.
7. TEMPORARY VEHICLE WASHDOWN REQUIRED AT SITE EXIT TO PREVENT TRACKING OF
CONTAMINATED SOIL OFF SITE.
8. RESTRICT VEHICLE ACCESS TO THE SITE TO ESSENTIAL VEHICLES ONLY.
9. CONTROLLED DEMOLITION OF CONCRETE ON-GROUND SLABS TO AVOID BREAKING THE CONCRETE UP
INTO SMALL PIECES AND MIXING THEM WITH THE SITE SOILS.
10. DEMOLISHED CONCRETE TO BE WASHED FREE OF SOIL PRIOR TO DISPOSAL, IN ORDER TO BE
CONSIDERED NON-CONTAMINATED.
11. AVOID STOCKPILING CONTAMINATED SOILS. WHERE STOCKPILING IS UNAVOIDABLE, KEEP
STOCKPILES DAMP AND COVER WITH WATERPROOF TARPAULINS TO PREVENT DUST GENERATION.
12. ANY EXCAVATION WORK WILL REQUIRE WORKERS TO WEAR "APPROPRIATE" PPE, PLUS CONSTANT
DAMPING-DOWN TO PREVENT DUST GENERATION.
13. IF EXCAVATED SOILS ARE SUITABLE FOR RE-USE AS FILL AND ARE GOING TO BE USED AS SUCH,
ENSURE PROMPT MOISTURE CONDITIONING AND PLACEMENT TO AVOID DUST GENERATION.
14. EXCAVATED SITE SOILS THAT NEED TO BE DISPOSED OF OFF SITE WILL REQUIRE TRANSPORT BY
OPERATORS LICENSED TO TRANSPORT CONTAMINATED SOILS, UNDER THE APPROPRIATE TRANSPORT
CERTIFICATES. (IMPLICIT IN THIS IS THAT WASTE SOIL WILL HAVE TO BE CHARACTERISED (BY SAMPLING,
LABORATORY ANALYSIS AND INTERPRETATION) FOR DISPOSAL, AND, IF EXCEEDING THE WASTE FILL
CRITERIA, WILL HAVE TO BE DISPOSED OF TO A SUITABLY LICENSED FACILITY.
15. CONSTRUCT A CUT-OFF BUND WITH CLEAN MATERIAL TO PREVENT RUNOFF OF SITE STORMWATER
OFF-SITE. (PRESUMABLY ALTERNATIVE SITE STORMWATER MANAGEMENT ACHIEVING THIS AIM WOULD
BE ACCEPTABLE.)
16. MONITOR THE INTEGRITY OF SITE SURFACES.
17. AVOID DEWATERING OF EXCAVATIONS. WATER COLLECTED FROM ANY DEWATERING TO BE TESTED
TO DETERMINE APPROPRIATE DISPOSAL METHOD.
18. AVOID OFF-SITE DISPOSAL OF ANY WATER FROM THE SITE. WATER COLLECTING ON THE SITE FROM
ANY SOURCE TO BE TESTED TO DETERMINE APPROPRIATE DISPOSAL METHOD.
19. MANAGE DUST GENERALLY.
20. MANAGE EROSION OF EXPOSED SURFACES GENERALLY.
21. MANAGE NUISANCE ODOUR ISSUES.
22. ENSURE THAT CROSS-CONTAMINATION OF CLEAN IMPORTED MATERIALS BY THE IN SITU
CONTAMINATED SOIL DOES NOT OCCUR.
23. MAINTAIN THE SITE IN GOOD ORDER GENERALLY.
24. MANAGE COMPLAINTS FROM MEMBERS OF THE PUBLIC AND OTHERS.
10/08/11
JAS
STORMWATER NOTES
1. INLET PIPES SET 20mm ABOVE PIT INVERT LEVEL UNLESS NOTED OTHERWISE.
2. OUTLET PIPE I.L. ARE SET AT PIT I.L. UNLESS NOTED OTHERWISE.
3. TOP R.L. FOR SIDE ENTRY PITS IS WATER TABLE LEVEL.
4. TRENCH GRATES TO BE STAINLESS STEEL HEELPROOF AND SLIP-PROOF TYPE BY ACO OR APPROVED
EQUIVALENT.
5. ALL STORMWATER PIPES SHALL BE uPVC PIPES SHALL BE SEWER CLASS DWV UNLESS NOTED
OTHERWISE.
6. ALL STORMWATER PITS GREATER THAN 600x600 SHALL BE PROVIDED WITH A SPLIT LID TO ENSURE
MAXIMUM LID "LIFT" IS 600x600.
7. ALL STORMWATER PITS ON PLAN DRAWINGS TO HAVE HEELPROOF GRATE OR PAVER INFILL LID
WHERE LOCATED ON PAVEMENT OR FOOT TRAFFIC AREA.
8. ALL STORMWATER PITS TO HAVE ACCESS STEP IRONS INSTALLED IN ACCORDANCE WITH AS1657 AND
AS4198 WHERE DEPTH IS GREATER THAN 1200mm.
9. AG DRAINS TO BE INSTALLED BEHIND ALL RETAINING WALLS AND LOCATIONS SHOWN ON DRAWINGS.
10. ALL AG DRAINS TO 100Ø, WRAPPED IN 200 MICRON GEOTEXTILE (BIDIM A24 OR SIMILAR) AND MINIMUM
300mm THICKNESS OF 20mm DRAINAGE SCREENINGS U.N.O.
11. ALL DOWNPIPE RISERS TO BE AS SHOWN ON ARCHITECTURAL DRAWINGS. CONNECT TO 150Ø
UNDERGROUND CONNECTION UNLESS NOTED OTHERWISE.
10/08/11
JAS
SUBGRADE PREPARATION FOR PAVEMENT
1. THE EXISTING GROUND SURFACE IS TO BE STRIPPED TO REMOVE ANY LOOSE SURFICIAL SOIL OR
TOPSOIL AND/OR ASSOCIATED ORGANIC MATTER. ALL TOPSOIL AND UNCONTROLLED FILL IS TO BE
STRIPPED AND THE UPPER 200mm OF EXPOSED SUB-GRADE COMPACTED TO ACHIEVE 98% STANDARD
COMPACTION. ANY EXPOSED SOIL IS TO BE PROOF ROLLED, IN THE PRESENCE OF THE
SUPERINTENDENT AND ENGINEER, WITH A NON-VIBRATING 20t SMOOTH DRUM ROLLER ( OR APPROVED
OTHER) TO IDENTIFY ANY SOFT OR WEAK AREAS.
2. DURING PROOF ROLLING, ALL SOFT, WET, WEAK OR ORGANIC MATERIALS ARE TO BE REMOVED AND
REPLACED WITH SELECTED COMPACTED FILL.
3. ALL EXCAVATED AREAS BEFORE BACKFILL ARE TO BE SURVEYED BY LICENSED SURVEYOR TO
QUALIFY SELECTED FILL QUANTITY. CONTRACTOR TO ALLOW THIS SURVEYING IN THEIR CONTACT.
4. THE SELECTED FILL IS TO BE A WELL GRADED GRANULAR FILL SIMILAR IN COMPOSITION TO A QUARRY
WASTE PRODUCT. THE SELECTED FILL IS TO BE PROPERLY MOISTURE CONDITIONED PRIOR TO
PLACEMENT AND COMPACTION.
5. THE FILL IS TO BE PLACED AND COMPACTED IN LAYERS NOT EXCEEDING 200mm COMPACTED
THICKNESS, TO A DENSITY NOT LESS THAT 98% OF STANDARD COMPACTION FOR GRAVELY FILL.
6. FIELD AND LABORATORY DENSITY TESTING ARE REQUIRED AFTER PROOF ROLLING OF STRIPPED
GROUND, AFTER BACK FILLING ANY AREAS OF UNSUITABLE FOUNDATION SOIL AND DURING THE
PLACEMENT OF ANY SELECTED FILL AND PAVEMENT LAYERS. TESTING AGENT TO BE NATA APPROVED
AND TESTS TO BE CONDUCTED IN ACCORDANCE WITH GUIDELINES.
7. PROOF ROLL PAVEMENT SUBGRADES PRIOR TO PAVEMENT INSTALLATION. CONTRACTOR TO HAVE A
GEOTECHNICAL ENGINEER TEST THE WHOLE PAVEMENT SUB-SURFACE ONCE SUBGRADE LEVELS ARE
REACHED FOR CBR VALUE. DESIGN CBR IS 3.0%. CONTRACTOR TO INFORM SUPERINTENDANT OF CBR
VALUE ON SITE PRIOR TO NEW PAVEMENT CONSTRUCTION.
10/08/11
JAS
SURFACE AND SUBSURFACE DRAINAGE AND
SEDIMENT CONTROL
1. IT'S ESSENTIAL THAT PROPER SITE DRAINAGE AND WATERPROOFING IS IMPLEMENTED AND
MAINTAINED DURING AND AFTER CONSTRUCTION.
2. AT ALL STAGES OF CONSTRUCTION (INCLUDING DEMOLITION WORKS), CONTRACTOR SHALL TAKE
MEASURES TO ENSURE ALL STAGNANT WATER FROM THE CONSTRUCTION SITE (BUILDING AND
CARPARK AREAS) IS REMOVED FROM THE SITE (TO THE SATISFACTION OF THE SUPERINTENDENT)
BEFORE AFFECTING THE EXISTING EXPOSED SOIL. THE CONTRACTOR SHALL ALLOW FOR THIS IN THEIR
TENDER.
3. SURFACE RUNOFF SHOULD BE PREVENTED FROM ENTERING CONSTRUCTION AREAS, PARTICULARLY
EXCAVATIONS AND FOOTING LOCATIONS, BY GRADING THE GROUND SURFACE AWAY FROM SUCH
AREAS, OR USING SURFACE INTERCEPTOR DRAINS. RUNOFF THAT IS GENERATED WITHIN THE
CONSTRUCTION AREAS MUST BE DIRECTED TO COLLECTOR DRAINS THROUGH THE PROVISION OF
SUITABLE GROUND SURFACE FALLS AND THEN CARRIED AWAY FROM THE WORKS IN SEALED
STORMWATER PIPES TO AN APPROPRIATE DISPOSAL OUTLET.
4. THE USE OF SUBSURFACE CUT-OFF DRAINS OR DRAINAGE BLANKETS WILL HELP PREVENT POSSIBLE
SUBSURFACE SEEPAGE FROM EXCAVATION FACES.
5. SHOULD WATER BE ALLOWED TO SOAK INTO EXISTING SOIL, THE CONTRACTOR IS TO EXCAVATE AND
REMOVE THE WATER-AFFECTED SOIL UNTIL SOIL WITH EXISTING, EQUILIBRIUM MOISTURE CONTENT IS
FOUND. THE EXCAVATED AREA IS THEN TO BE BACKFILLED WITH SELECTED FILL AND COMPACTED IN
ACCORDANCE WITH THE CIVIL SPECIFICATION.
6. FOR MORE DETAILS ON SITE RUN OFF CONTROL REFER TO GEOTECHNICAL INVESTIGATION REPORT
AND CIVIL SPECIFICATION.
7. SEDIMENT CONTROL DEVICES SHOULD BE INSTALLED AS A STANDARD POLLUTION CONTROL
FOLLOWING RECCOMENDATIONS BY THE E.P.A. IT IS RECOMMENDED THAT THESE METHODS ARE
ADOPTED ON SITE.
8. THE CONTRACTOR IS TO INSTALL APPROPRIATE SEDIMENT TRAPS AT ALL ENTRIES (AT SEP AND GIP)
TO THE UNDERGROUND STORMWATER DRAINS AND IN SWALES. INSTALL SEDIMENT FENCE AT SITE
PERIMETER WHERE SITE RUNOFF COULD CROSS. THE CONTRACTOR TO MAINTAIN THESE TRAPS
REGULARLY.
9. A "TEMPORARY CONSTRUCTION EXIT" SHALL BE INSTALLED AT A LOCATION AGREED WITH THE
SUPERINTENDENT ON SITE.
10/08/11
JAS
LEGEND
(EXISTING SERVICES LINETYPES)
T
T
E
E
EUG
EUG
EXISTING TELSTRA SERVICES
EXISTING ETSA SERVICES
EXISTING OVERHEAD ETSA SERVICES
COMMON SERVICES TRENCH
F
SSD
F
SSD
G
G
S
S
SWD
SWD
W
W
EXISTING FIRE MAIN
SUB SURFACE DRAIN
EXISTING GAS MAIN
EXISTING SEWER MAIN
EXISTING STORMWATER PIPE
EXISTING WATER MAIN
10/08/11
JAS
LEGEND
100K
600ID
NEW KERB:
100K = 100mm HIGH KERB
100K&G = 100mm HIGH KERB AND GUTTER
150K = 150mm HIGH KERB
150K&G = 150mm HIGH KERB AND GUTTER
200K = 200mm HIGH KERB
200K&G = 200mm HIGH KERB AND GUTTER
ES = EDGE STRIP
EHK = EXTENDED HEIGHT KERB
EHK&G = EXTENDED HEIGHT KERB AND GUTTER
TK = TRANSITION KERB
KB = KERB BREAK
RK&G = ROLLOVER KERB AND GUTTER
MK = MEDIAN KERB
MK&G = MOUNTABLE KERB AND GUTTER
INVERT DRAIN
JOINTING:
IJ = ISOLATION JOINT
TJ = TOOL JOINT
CJ = CONSTRUCTION JOINT
SCJ = SAW CUT JOINT
DCJ = DOWELLED CONSTRUCTION JOINT
RW
RETAINING WALL
NEW STORMWATER PIPE
AG DRAIN
EXISTING STORMWATER TO REMAIN
EXISTING STORMWATER TO BE REMOVED
SWALE
GRATED INLET PIT (GIP)
JUNCTION PIT (JP)
SIDE ENTRY PIT (SEP)
I.O.
DP
F/W
INSPECTION OPENING
DOWN PIPE
FLOOR WASTE
TRENCH GRATE
CHEQUER PLATE DRAIN
100.000
FFL 9.990
DESIGN LEVEL:
T.K. = TOP OF KERB
W.T. = BOTTOM OF KERB
I.L. = INVERT LEVEL
TOW = TOP OF WALL
BOW = BOTTOM OF WALL
BEW = BULK EARTHWORKS
FINISHED FLOOR LEVEL
SIGN
BL
BOLLARD
FENCE
TREE TO REMAIN
TREE TO BE REMOVED
BATTER SLOPE
HEADWALL
BRICK/BLOCK PAVING (NON VEHICULAR). REFER DRAWING ??? FOR DETAIL
BRICK/BLOCK PAVING (VEHICULAR). REFER DRAWING ??? FOR DETAIL
CONCRETE PAVEMENT (LIGHT DUTY). REFER DRAWING ??? FOR DETAIL
CONCRETE PAVEMENT (MEDIUM DUTY). REFER DRAWING ??? FOR DETAIL
CONCRETE PAVEMENT (HEAVY DUTY). REFER DRAWING ??? FOR DETAIL
HOTMIX PAVEMENT (LIGHT DUTY). REFER DRAWING ??? FOR DETAIL
HOTMIX PAVEMENT (MEDIUM DUTY). REFER DRAWING ??? FOR DETAIL
HOTMIX PAVEMENT (HEAVY DUTY). REFER DRAWING ??? FOR DETAIL
RUBBLE PAVEMENT. REFER DRAWING ??? FOR DETAIL
SPRAY SEAL PAVEMENT. REFER DRAWING ??? FOR DETAIL
10/08/11
JAS
5T
K
41
EXISTING SPOT LEVEL AT BACK OF KERB
41
.3
MOUNTABLE KERB & GUTTER
K
.35
150 HIGH KERB & GUTTER
150 HIGH KERB
100K&G
100 HIGH KERB & GUTTER
100K
ES
100 HIGH KERB
41
K&G
EXISTING SPOT LEVEL
41.3
EXISTING CONTOUR
40.600
DESIGN SPOT LEVEL
I.L. 9.990
INVERT LEVEL
40.600
DESIGN CONTOUR
INDICATES DIRECTION OF SURFACE FALL (SWALE)
EDGE STRIP
SEP
ID
INVERT DRAIN
SEP
EXISTING KERB AND GUTTER
GIP
EXISTING KERB AND GUTTER TO BE REMOVED
RW
EXISTING SPOT LEVEL AT TOP OF KERB
EXISTING SPOT LEVEL AT WATERTABLE
41
MOUNTABLE KERB
.35
MK
W
T
MK&G
.35
BK
LEGEND
RETAINING WALL
JP
DP
SIDE ENTRY PIT
EXISTING SIDE ENTRY PIT
GRATED INLET PIT
JUNCTION PIT
DOWNPIPE
TREE
TRENCH GRATE
EXISTING TREE TO BE RETAINED
PLATE DRAIN
EXISTING TREE TO BE REMOVED
375Ø
FENCELINE
FFL 9.990
STORMWATER PIPE
FINISHED FLOOR LEVEL
10/08/11
JAS
SURVEY LEGEND
S.E.P.
WATER METER
STOBIE
LITTER BIN
TELSTRA PIT (SMALL)
TRAFFIC LIGHT
SIGN POST
INSPECTION OPENING
BOLLARD
MAIL BOX
SEWER I.P.
H
HYDRANT
INSPECTION COVER
GRATE
SUMP
GAS METER
SURVEY MARK
TELSTRA PIT (MEDIUM)
MANHOLE
INSPECTION POINT
TELSTRA PIT
STREET LIGHT
ELECTRIC CABLE COVER
S.E.P. (DOUBLE)
SIGNAL BOX
MANHOLE (STORMWATER)
FENCE
LEVEL INFORMATION
WATER TABLE
TOP OF KERB
EDGE OF CONCRETE
UPRIGHT KERB
NAT. SURF (BITUMEN)
X-OVER
EDGE OF PAVERS
INVERT
10/08/11
JAS
SURVEY LEGEND
128.53 WT
WATERTABLE LEVEL
CATHODIC PROT.MARKER
SIGN - HOARDING
MARKER POST
CABLE MARKER
TAP
IRRIG CONT.VALVE-SPRINKLER
TRAFFIC LIGHT
STOBIE POLE
SEWER MH - VENT
LIGHTPOLE
SEWER IP - IO
ETSA CONNECTION
EWS WATER METER - FP/SV
ETSA METER BOX
TELECOM PIT - PILLAR
STORM WATER MANHOLE
10/08/11
JAS
PAVEMENT
DETAILS:











ASHALTIC OVERLAY
BRICK / BLOCK PAVING
CONCRETE PAVEMENT
CONCRETE STEP DETAIL
HOTMIX PAVEMENT
RUBBLE PAVEMENT
SPRAY SEAL PAVEMENT
TIMBER EDGING
TOOLED JOINT
TURF / LANDSCAPING
TYPICAL ROAD CROSS SECTION
FINISHED SURFACE
PLANE EXISTING ASPHALT TO
ENABLE NEW OVERLAY TO FINISH
FLUSH WITH EXISTING FEATURES.
25mm HOTMIX
AC10 OVERLAY
300
EXISTING
ASPHALT
EXISTING BASE
EXISTING FEATURE WHICH
REMAIN. (KERB AND GUTTER IS
SHOWN FOR ILLUSTRATION)
NEW BASECOURSE
(THIN BASE SHOWN
FOR ILLUSTRATION)
ASPHALTIC OVERLAY
NTS
NOTE:
EXCAVATE EXISTING PAVEMENT, COMPACT
SURFACE AND KEY IN NEATLY
10/08/11
JAS
CONCEALED CONCRETE EDGE
STRIP. EMBEDDED MIN. 100mm
INTO FIRM GROUND (INSTALLED
AT ENGINEERS DISCRETION)
SELECTED PAVING
UNITS
ED
N
IG
25mm BEDDING SAND
SUBGRADE (100%
STANDARD COMPACTION)
125
S
E
D
E
B
O
T
T
20mm Q.R. (PM.2/20QG)
BASECOURSE
(95% MODIFIED COMPACTION)
YE
BRICK/BLOCK PAVING
(NON-VEHICULAR)
1:10
D
E
N
20mm F.C.R. (PM.1/20QM)
BASECOURSE
(98% MODIFIED COMPACTION)
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100%
STANDARD COMPACTION)
E
B
O
Y
T
T
E
IG
S
DE
175
25mm BEDDING SAND
150
SELECTED PAVING
UNITS (80mm THK)
BRICK/BLOCK PAVING
(VEHICULAR)
1:10
10/08/11
JAS
CONCRETE SL52 MESH
CENTRAL GRADE N25
SUBGRADE (100%
STANDARD COMPACTION)
T
T
E
Y
E
B
O
S
E
D
75
100
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
D
E
N
IG
CONCRETE PAVEMENT
LIGHT DUTY
1:10
CONCRETE SL72 MESH
CENTRAL GRADE N25
E
D
E
B
O
T
SUBGRADE (100%
STANDARD COMPACTION)
S
100
125
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
D
E
N
G
I
T
E
Y CONCRETE PAVEMENT
CONCRETE SL82 MESH
CENTRAL GRADE N32
O
T
T
YE
SUBGRADE (100%
STANDARD COMPACTION)
IG
S
E
D
E
B
150
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
D
E
N
150
MEDIUM DUTY
1:10
CONCRETE PAVEMENT
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100%
STANDARD COMPACTION)
O
T
T
YE
D
E
N
D
E
B
IG
S
E
150
CONCRETE 2 LAYERS
SL82 MESH 50mm
COVER GRADE N40
200
HEAVY DUTY (TYPE 1)
1:10
CONCRETE PAVEMENT
HEAVY DUTY (TYPE 2)
1:10
10/08/11
JAS
600
FINISHED SURFACE
25
5mm WIDE x 3mm DEEP GROOVES AT
10mm CTS. IN 75mm GROUPING
300
LAP GTH
LEN
160
AT SS
RO
TH CKNE
I
TH
SL72 MESH, 30mm COVER
COMPACTED
SUBGRADE
200
FINISHED SURFACE
400
LAP GTH
LEN
CONCRETE STEP DETAIL
1:10
10/08/11
JAS
HOT MIX AC.10
E
B
O
T
T
YE
25
LIGHT DUTY
1:10
20mm F.C.R. (PM.1/20QM)
BASECOURSE
(98% MODIFIED COMPACTION)
SUBGRADE (100%
STANDARD COMPACTION)
75
HOTMIX PAVEMENT
HOT MIX AC.10
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
75
T
ED
N
IG
S
DE
100
SUBGRADE (100%
STANDARD COMPACTION)
T
YE
100
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
25
D
E
N
SIG
E
D
E
OB
20mm F.C.R. (PM.1/20QM)
BASECOURSE
(98% MODIFIED COMPACTION)
HOTMIX PAVEMENT
MEDIUM DUTY
1:10
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100%
STANDARD COMPACTION)
E
N
G
SI
E
ED
B
O
T
T
YE
230
D
20mm F.C.R. (PM.1/20QM)
BASECOURSE
(98% MODIFIED COMPACTION)
150
35
HOT MIX AC.14
HOTMIX PAVEMENT
HEAVY DUTY
1:10
10/08/11
JAS
SUBGRADE (100%
STANDARD COMPACTION)
Y
T
T
E
E
B
O
IG
S
DE
150
D
E
N
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
RUBBLE PAVEMENT
1:10
10/08/11
JAS
20mm Q.R. (PM.2/20QG)
SUBBASE
(95% MODIFIED COMPACTION)
SUBGRADE (100%
STANDARD COMPACTION)
D
E
OB
D
E
N
IG
S
E
100
2 COAT 14/7
SPRAY SEAL
T
T
YE SPRAY SEAL PAVEMENT
1:10
10/08/11
JAS
FINISHED SURFACE
200 x 35 PERMAPINE
50 x 50 x 300 PERMAPINE
STAKE
GALVANISED
FASTENER
TIMBER EDGING
(TE ON PLAN)
NTS
10/08/11
JAS
CUT EVERY SECOND WIRE IN
FABRIC ALONG LINE OF JOINT
10 x 20 DEEP GROOVE
TROWELLED IMMEDIATELY
TOOLED JOINT DETAIL
(TJ ON PLAN)
1:20
10/08/11
JAS
150
MIN. 150 THICK CLEAN
TOPSOIL/LOAM MIX. SEEK
DIRECTION FROM SMA
SUBGRADE (95%
COMPACTION)
TURF/LANDSCAPING
1:10
10/08/11
JAS
20.00m
3.50m
3.50m
3.50m
3%
3%
2.5%
=5H
N.S.
0.000
X
1V
3.50m
X
x
100K
2.5%
X
X
X
100K
5H
1V=
x
X
TYPICAL CROSS SECTION
ROAD ONE
NTS
10/08/11
JAS
STORMWATER
DETAILS:


























BANDAGE JOINT
CHEQUER PLATE DRAIN DETAIL
DOWNPIPE CONNECTION
DOWNPIPE ENTRY TO REINFORCED CONCRETE PIPE
ENTRY TO RCP AT T-JUNCTION
GRATED TRENCH DRAIN DETAIL
HEADWALL DETAIL
INSPECTION OPENING
IRRIGATION DUCT FINISH
JUNCTION BOX WITH OPENING
JUNCTION PIT / GRATED INLET PIT DETAIL
ROCK FACE DETAILS - SCOUR PROTECTION
ROCK FILLED MATTRESS DETAIL
SADDLE PIT
SIDE ENTRY PIT 900 x 600
SIDE ENTRY PIT 1800 x 600 (1)
SIDE ENTRY PIT 1800 x 600 (2)
SIDE ENTRY PIT 1800 x 900
SIDE ENTRY PIT ON TRUNK DRAIN
STORMWATER SOAKAGE WELL
SUBSOIL DRAIN DETAIL
TRENCH GRATE SUMP
TRENCH INSTALLATION
TYPICAL RIP RAP DETAIL
TYPICAL SWALE CROSS SECTION
TYPICAL TRENCH DETAIL
A
200
150
PIPE
150
PIPE SHALL STOP AT
THE EXTERNAL FACE OF
BIG PIPE.
2N12 'U' BARS.
25MPa CONCRETE
A
2N12 'U' BARS.
300 COG.
75
75
SECTION A-A
BANDAGE JOINT
NTS
10/08/11
JAS
WELD COVER TO SIDES
6mm FLOOR PLATE
COVER.
300
100
DEEP
FINISHED SURFACE
6mm MILD STEEL HOT DIP
GALVANISED PLATE DRAIN
50mm BEDDING SAND
CHEQUER PLATE DRAIN DETAIL
1:10
10/08/11
JAS
100
15
300 x 300 x 6mm
CHECKER PLATE COVER
A
15
100
25
OPENING TO SUIT
DOWNPIPE
450
250
25
A
PLAN
NOTE:
DOWNPIPE OMITTED FOR CLARITY.
DOWNPIPE
EXPANSION JOINT
ALTERNATIVE POSITIONS
FOR DOWNPIPE
6mm MILD STEEL
CHECKER PLATE COVER
25
25
15
MIN. 300 COVER
DEPTH VARIES - MIN. 420
PAVEMENT LEVEL
100
RCP OUTLET-GRADE TO
MAIN STORMWATER DRAIN
15
100
250
100
450
SECTION A-A
DOWNPIPE CONNECTION DETAIL
1:10
10/08/11
JAS
100
30
FINISHED PAVEMENT LEVEL
150Ø DOWN PIPE
ENTRY
ROCLA SADDLE SLOPE
JUNCTION TO SUIT
RCP
150Ø TAKE OFF
CORE 180mm OPENING TO
RCP PIPE AS CLOSE AS
POSSIBLE TO OBVERT
SECTION
FIX SADDLE TO RCP PIPE IN
ACCORDANCE WITH
MANUFACTURERS DETAILS
30
150Ø DOWN PIPE
150Ø DOWN
PIPE ENTRY
150Ø TAKE OFF
PLAN
DOWNPIPE ENTRY TO
REINFORCED CONCRETE PIPE
NTS
10/08/11
JAS
CL
CENTRE LINE
ROCLA SADDLE SLOPE
JUNCTION TO SUIT
IPE
P
VC
UP
RCP
Ø150 (OR 100) TAKE OFF
CORE 180mm OPENING TO
RCP PIPE
Ø150 (OR 100)
TAKE OFF
FIX & SEAL TIGHT SADDLE TO
RCP PIPE IN ACCORDANCE
WITH MANUFACTURERS DETAILS
PLAN
SECTION
ENTRY TO RCP
AT T-JUNCTION
NTS
10/08/11
JAS
ACO HEELGUARD COMPOSITE
COVER TO DRAIN
FINISHED SURFACE
ACO DRAIN K100S PRESLOPED
SYSTEM IN LINE SUMP AT END
OF TRENCH
100mm THK. CONCRETE
ALL AROUND ACO DRAIN
(N25 GRADE CONCRETE)
SUBGRADE (100% STANDARD
COMPACTION)
NOTE:
ACO DRAIN SHALL BE ASSEMBLED AND LAID TO
MANUFACTURER'S SPECIFICATIONS.
GRATED TRENCH DRAIN DETAIL
NTS
10/08/11
JAS
60°
2 x PIPE Ø
200
PLAN
DISSIPATOR (DELETE
DISSIPATOR TO INLET
HEADWALL)
A
EØ
PIP
NOTE:
DISSIPATOR NOT SHOWN.
A
ELEVATION
Ø
OR 150 MIN.
4
300
DISSIPATOR (DELETE
DISSIPATOR TO INLET
HEADWALL)
150
Ø
OR 300 MIN.
3
600
2 x SL.82 MESH
200
SL82 MESH
CENTRAL
GRADE N40
CONCRETE (TYP.)
SECTION A-A
HEADWALL DETAIL
NTS
NOTE:
FLOODGATE INSTALLATION INFRONT OF HEADWALL
TO MANUFACTURERS SPECIFICATION.
10/08/11
JAS
LIFTING SOCKET WITH BYLON
PLUG COVER
445Ø
GATIC CAST IRON IP COVER AND
CONCRETE SURROUND OR
APPROVED EQUIVALENT
368Ø
237Ø
A
FINISHED SURFACE
A
150Ø UPVC RISER WITH
REMOVABLE SEALING CAP
CAST IRON COVER TO BE MARKED
'SEWER' WITH 3mm HIGH LETTERS
SECTION A-A
PLAN
SURFACE INSPECTION OPENING DETAIL
NTS
75x50 HARDWOOD SUPPORTS TO
EXTEND 300mm PAST EACH SIDE
OF TRENCH.
CAST IRON COVER TO BE MARKED
"STORMWATER" WITH 10mm HIGH
LETTERING.
A
Ø370
COVER LEVEL
A
PROVIDE 2 OFF Ø6mm LOCKDOWN
S/S ALLENHEAD SCREWS.
GROUND LEVEL
REINFORCED PRECAST CONCRETE.
Ø100mm OR Ø150mm PVC
RISER WITH SCREWED CAP.
LIFTING LUG WITH NYLON PLUG.
Ø445
PLAN
CLEAR OPENING :
150 FOR 100 RISER
230 FOR 150 RISER
SECTION A-A
SURROUNDING GROUND OMITTED FOR CLARITY.
INSPECTION OPENING
(I.O. ON PLAN)
NTS
10/08/11
JAS
RISER TO BE CAPPED AT FINISHED
SURFACE LEVEL TO ENABLE FUTURE
LOCATION BY OTHERS (APPLIES TO
BOTH END OF DUCT)
MARK KERB WITH YELLOW PAINT
FINISHED SURFAC
E
200
500
BASECOURSE
SUBBASE
100Ø UPVC IRRIGATION DUCT
NOTE:
SAND BACKFILL TO IRRIGATION DUCT
AND COMPACT TO 100% STD. MDD.
IRRIGATION DUCT FINISH
NTS
NOTE:
REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS
10/08/11
JAS
A
150
A
900
150
GATIC TYPE 'E' COVER AND FRAME
400 x 600
PLAN
GATIC TYPE 'E' COVER AND FRAME
400 x 600
BRICKWORK OR MAKEUP UNITS TO SUIT
TWO LAYERS OF A.R.C. No.
SL62 MESH (50mm COVER)
750
PRECAST UNITS
C.J.
150
C.J.
SL62 MESH (50mm
COVER)
150
900
150
SECTION A-A
JUNCTION BOX WITH OPENING
1:20
10/08/11
JAS
GATIC COVER TO SUIT OR
APPROVED EQUIVALENT
REBATE TO SUIT
FINISHED SURFACE
DEPTH VARIES
SL72 MESH CENTRAL
MIN. 250 LAP
CJ
100
CJ
100
WIDTH
VARIES
REFER PLAN FOR SIZE
& ALIGNMENT OF
INLET/ PIPE OUTLET.
100
JUNCTION PIT (<0.8m)
GRATED INLET PIT DETAIL (<0.8m)
1:20
GATIC COVER TO SUIT OR
APPROVED EQUIVALENT
REBATE TO SUIT
FINISHED SURFACE
DEPTH VARIES
REFER TABLE
MAX PIT DEPTH
MESH
1200
1500
1800
2500
SL 72
SL 82
SL 92
SL 102
NOTES:
PROVIDE STEP IRONS IN
ACCORDANCE WITH AS1657 FOR PITS.
MIN. 400 LAP
CJ
150
CJ
150
WIDTH
VARIES
150
REFER PLAN FOR SIZE
& ALIGNMENT OF
INLET/ PIPE OUTLET.
JUNCTION PIT (>0.8m)
GRATED INLET PIT DETAIL (>0.8m)
1:20
10/08/11
JAS
DRAIN FINISHING LEVEL
500 MIN.
VARIES
1
ROCK TO BE Ø150 MIN. &
Ø300 MAX.
EXCAVATION PROFILE
DRAIN INVERT
500 MIN.
BIDIM A34 GEOTEXTILE UNDER
ROCK OR APPROVED SIMILAR
COARSE QUARRY WASTE
COMPACTED AROUND ROCK
500 MIN.
ROCK FACE DETAILS
SCOUR PROTECTION
NTS
10/08/11
JAS
ROCK FILLED RENO MATTRESS
6.0m x 2.0m x 170mm
200
FINISHED SURFACE
BIDIM A24 GEOTEXTILE OR
APPROVED EQUIVALENT
ROCK FILLED MATTRESS DETAIL
NTS
10/08/11
JAS
N12 BARS
A
A
PLAN
GATIC COVER & FRAME TO SUIT
OR EQUIVALENT APPROVED
HEAVY DUTY IN CARPARK & ROADWAY
LIGHT DUTY IN FOOTPATH & LANDSCAPED AREAS.
FINISHED SURFACE
SL72 MESH CENTRAL
100
N12 BAR
200
N25 CONCRETE
250 x 250 SAWCUT HOLE
100
300 x 300
100
PIPE AS SPECIFIED
SECTION A-A
STORMWATER PIT
(SADDLE PIT)
NTS
10/08/11
JAS
A
150
900
150
600
REFER PLAN FOR SIZE
AND ALIGNMENT OF
INLET/OUTLET PIPE
KERB AND GUTTER
A
PLAN
HEAVY DUTY CAST IRON
COVER AND FRAME
REBATE TO SUIT
FINISHED SURFACE
FINISHED SURFACE
250 LAP
SL72 MESH
CENTRAL (TYP.)
CJ
150
CJ
600
150
SECTION A-A
SIDE ENTRY PIT DETAIL
900 x 600
1:20
10/08/11
JAS
150
A
900
300
80 FALL
1200
40 FALL
300
600
FLOW DIRECTION
80 FALL
40 FALL
100
600
REBATE TO
SUIT.
900
600
A
PLAN
GATIC COVER OR
APPROVED EQUIVALENT.
REBATE TO SUIT
FINISHED SURFACE
DEPTH VARIES
FINISHED SURFACE
2. COVERS TO BE BOLT DOWN TYPE BOLTS TO
BE STAINLESS STEEL WITH HEADS FOR 1/4"
ALLEN KEY AND 5/16" WHITWORTH THREADS.
CJ
CJ
150
NOTES:
1. COVER AND FRAME TO BE STANDARD
MANUFACTURE OF GATIC AUSTRALIA OR
SIMILAR APPROVED. REINFORCEMENTS TO BE
SL62 MESH UNLESS NOTED OTHERWISE.
250
LAP
SL.72 MESH
CENTRAL (TYP.)
150
600
150
SECTION A-A
SIDE ENTRY PIT DETAIL
1800 x 600
1:20
1. 1 BAY SIDE ENTRY PIT = 900 x 600.
2 BAY SIDE ENTRY PIT = 1800 x 600.
2. CONCRETE UNDULATIONS ARE ONLY NEEDED
WHEN ROAD FALL EXCEEDS 3%.
10/08/11
JAS
150
B
100
600
REBATE TO
SUIT.
40 FALL
300
45°
80 FALL
80 FALL
FLOW DIRECTION
CO
UN NC
DU RE
LA TE
TIO
NS
600
300
A
40 FALL
A
B
1200
900
900
600
KERB
INVERT
140
50
INVERT
450
225
225
225
225
225
225
SECTION A-A
GATIC COVER OR
APPROVED EQUIVALENT.
REBATE TO SUIT
FINISHED SURFACE
DEPTH VARIES
FINISHED SURFACE
SL.72 MESH
CENTRAL
(TYP.)
250
LAP
NOTE:
COVER AND FRAME TO BE STANDARD
MANUFACTURE OF GATIC AUSTRALIA OR
SIMILAR APPROVED. REINFORCEMENTS TO BE
SL62 MESH UNLESS NOTED OTHERWISE.
CJ
CJ
150
100
TOP
200
PLAN
150
600
150
SECTION B-B
SIDE ENTRY PIT DETAIL
1800 x 600
1:20
1. 1 BAY SIDE ENTRY PIT = 900 x 600.
2 BAY SIDE ENTRY PIT = 1800 x 600.
2. CONCRETE UNDULATIONS ARE ONLY NEEDED
WHEN ROAD FALL EXCEEDS 3%.
10/08/11
JAS
C
150
1800
*
150
GUTTER WIDTH AS PER DESIGN.
(REFER DETAIL)
**
FOR W=600, X-FALL=80mm
FOR W=680, X-FALL=90mm
A
B
A
B
TOP OF KERB (BACK)
1200
X-FALL
40mm
300
300
*
*
X-FALL
APRON
*
*
X-FALL
APRON
FLOW DIRECTION
W=600 OR 680
X-FALL
40mm
INVERT OF KERB
G=300 OR 380
TOP OF KERB (FRONT)
600
1800
C
PLAN
NOTE:
COVER AND FRAME TO BE STANDARD MANUFACTURE OF
GATIC AUSTRALIA OR SIMILAR APPROVAL. REINFORCEMENOT
TO SCALE TO BE RF.62 FABRIC, UNLESS NOTED OTHERWISE.
(CAST IN LINTEL TO FRONT EDGE OF COVER)
CENTRAL SUPPORT BRACKET.
(FOR 1800 WIDE ONLY)
DEPTH VARIES
SL72 MESH
CENTRAL.
300Ø RCP U.N.O.
INLET / OULET PIPE.
C.J.
150
C.J.
SECTION A-A
TOP OF KERB
TH=
FOR H=100, TH=150mm
FOR H=150, TH=200mm
100 OR 150
150
INVERT OF KERB
BASE OF KERB
SECTION B-B
PAVING
INDICATIVE ONLY
DEPTH VARIES
*
*
1800
TH=
100 OR 150
150
SL72 MESH CENTRAL.
INLET / OULET PIPE.
C.J.
GRADE N25 CONCRETE BENCHING IN PIT TO
A HEIGHT OF 1/3 DIAMETER OF RC PIPE
(BENCHING TO BE HAND TROWELLED TO SUIT
PIPE ARRANGEMENT)
C.J.
150
300/380
(G=300)
(G=380)
150
600
150
SECTION C-C
900mm/1800mm SIDE ENTRY
PIT DETAIL (TYPE A)
1:20
10/08/11
JAS
210
50
CONSTRUCTION
JOINT
SL62 MESH
CENTRAL
BREAK & FORM
450 SQ. HOLE
MORTAR
1950 Ø TRUNK DRAIN
SECTION B FOR SIDE ENTRY PIT
ON TRUNK DRAIN
NTS
10/08/11
JAS
CONCRETE COVER WITH LIFTING HOLE
PAVEMENT/GROUND LEVEL
1 PIPE LENGTH (2440mm)
DEPTH VARIES
SOCKETED CONCRETE
DRAINAGE PIPE
INLET PIPE- REFER CONTRACT
DRAWINGS FOR ALIGNMENT,
SIZE AND REDUCED LEVEL
VARIES - 1050
MIN.
PERVIOUS SOIL
(EG. SAND STRATUM)
40-65mm AGGREGATE
STORMWATER SOAKAGE WELL
NTS
10/08/11
JAS
DAMP PROOF MEMBRANE
ALONG SIDE MASONRY WALL
TOPSOIL OR PAVING
GRANULAR FREE DRAINING
MATERIAL (SAND OR SIMILAR)
FILTER GEOTEXTILE
GEOFABRICS BIDIM A24 OR
APPROVED EQUIVALENT
10-14mm SCREENINGS
300 MIN.
LAP GEOTEXTILE
100mmØ SLOTTED CORRUGATED
POLYETHYLENE SUBSOIL DRAIN
LAID ON MIN. 1% GRADE
FINISHED FLOOR LEVEL
300 MIN.
NOTE:
CROWN OF DRAIN TO BE BELOW
UNDERSIDE OF SLAB. (WRAP DRAIN
WITH BIDIM A24 GEOTEXTILE FABRIC)
OR AT SCREENINGS/N.S. INTERFACE
SUBSOIL DRAIN DETAIL
NTS
10/08/11
JAS
150 EVERLEVEL OR APPROVED
EQUIVALENT TRANSVERSE BAR
MEDIUM DUTY TRENCH GRATING
(GALVANISED)
DEPTHVARIES
FINISHED SURFACE
C.J.
100
C.J.
100
150
100
SL72 MESH
CENTRAL (TYP.)
TRENCH GRATE SUMP
MEDIUM DUTY
1:10
10/08/11
JAS
E
A
D
A
ALTERNATIVE SIDE SLOPE TO
SUIT NATURAL STABILITY
300 MIN.
0.7 D
OVERLAY ZONE
SIDE ZONE
B
HAUNCH ZONE
100 MIN
FOUNDATION BEDDING ZONE
TRENCH INSTALLATION
NTS
NOMINAL EXTERNAL
DIAMETER
D ( mm )
MINIMUM
WIDTH
A (mm )
HAUNCH
DEPTH
B (mm)
(0.3 x D mm)
MAXIMUM ALLOWABLE
WIDTH
E (mm)
TRENCH INSTALLATION
300
375
450
525
600
750
900
300
110
1.1
300
135
1.2
300
160
1.3
300
180
1.5
300
205
1.6
450
255
1.8
450
310
1.9
TYPICAL CONCRETE PIPE BEDDING
SUPPORT BACKFILL
10/08/11
JAS
VARIES
1
300 THICK LAYER OF ROCK
ROCK TO BE Ø150 MIN &
Ø300 MAX.
EXCAVATION PROFILE
500 MIN.
BIDIM A34 GEOTEXTILE UNDER
ROCK OR APPROVED SIMILAR
100mm THICK LAYER
OF Ø65 BALLAST
(PM3)
500 MIN.
TYPICAL RIP RAP DETAIL
NTS
ROCK TO BE 150Ø MIN. & 300Ø MAX.
DRAIN INVERT
BIDIM A34 GEOTEXTILE UNDER
ROCK OR APPROVED SIMILAR
COARSE QUARRY WASTE
COMPACTED AROUND ROCK
RIP RAP DETAIL
NTS
10/08/11
JAS
BOUNDARY
TURN DOWN MIN. 300mm
FOR ANCHORAGE
CENTRELINE
5000
EXTEND TENSAR MAT MIN.
350mm INTO PAVEMENT.
LOCATE AT THE
SUBBASE/BASE INTERFACE
TENSAR MAT SCOUR
PROTECTION. COVER
WITH 100mm OF TOP SOIL
SLOPE VARIES FOR
DEPTH OF SWALE
REFER PLANS
900
TWO LAYERS OF 100mm
RIVER PEBBLES TO INVERT
OF SWALE (FULL LENGTH)
TYPICAL SWALE CROSS SECTION DETAIL
NTS
10/08/11
JAS
FINISHED SURFACE
TRENCH WIDTH
BACKFILL
300
OVERLAY ZONE *
COMPACTED ORDINARY FILL
100 110 VARIES
REINFORCED CONCRETE PIPE *
MAXIMUM DEPTH IN METRES
NATURAL GROUND SURFACE
HAUNCH ZONE *
COMPACTED SELECT FILL
BED ZONE *
COMPACTED SELECT FILL
ROCK/SOIL
FOUNDATION *
300 MIN.
CL
TYPICAL TRENCH DETAIL - RIGID PIPE
NTS
* :- REFER TO SPECIFICATION FOR INSTALLATION DETAILS.
FINISHED SURFACE
TRENCH WALL
TRENCH FILL (COMPACTED
SELECT FILL)
B
B
A
D
C
EMBEDMENT ZONE (BEDDING
SAND COMPACTED TO 95%
MODIFIED COMPACTION)
ZONE OF INFLUENCE
FOR SIDE SUPPORT
2.5 D
D
>75 <150
>150 <300
>300 <450
>450 <900
2.5 D
A
MINIMUM VALUES
B
C
75
100
100
100
150
150
100
200
150
150
300
150
TYPICAL TRENCH DETAIL - FLEXIBLE PIPE
NTS
NOTES:
REFER TO CIVIL SPECIFICATION FOR FURTHER
REQUIREMENTS
10/08/11
JAS