Building Civil Standard Notes & Details
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Transcript of Building Civil Standard Notes & Details
BUILDING CIVIL STANDARD NOTES &
DETAILS
ADELAIDE CITY COUNCIL
DETAILS:
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
1200 CENTRES
75
HARDWOOD.75mm WIDE x 25mm THICK
GRASS
300 M
IN.
8mmØ BOLT GALVANISED
100mm TAPER
HARDWOOD.75mm WIDE x 25mm THICK
2515
0
SUBGRADE (100% STANDARDCOMPACTION)
PM1 FINE CRUSHED ROCK(98% MODIFIED COMPACTION)
7mm AGGREGATE ASPHALTICCONCRETE
BITUMEN PAVING HARDWOOD EDGING1:10
10/08/11 JAS
PLAN
1
150
550
150
850
INVERT CATCHPITFRAME AND GRATE
TYPICAL CONCRETE PIPE
LUGS
DEPTH REINFORCEMENT00-1000
1001-30001301-16001601-1900
F62F82F92
F102>1900 DESIGN
150
FOR FABRICREINFORCEMENTTYPE SEE TABLE
FABRIC REINFORCEMENTCENTRALLY PLACED
150 500 150800
FRAME DEPTHPLUS BEDDING
CATCHPIT INVERT TOEQUAL PIPE INVERT
1. MINIMUM CONCRETECOMPRESSIVE STRENGTH(f'c=MPa).
2. REINFORCEMENT MESH TO BEPLACED CENTRALLY. COVER50mm TYPICAL
NOTES:
SECTION 1
CATCH PITINVERT DRAIN
1:20
10/08/11 JAS
CATCH PITKERB AND WATERTABLE
1:20
PLAN
150 75
STANDARD KERBHEIGHT 100, 140 & 200
150
FOR FABRICREINFORCEMENTTYPE SEE TABLE
FABRIC REINFORCEMENTCENTRALLY PLACED
150150 500 150800
1
2
SECTION 1 SECTION 2
DEPTH REINFORCEMENT00-1000
1001-30001301-16001601-1900
F62F82F92
F102>1900 DESIGN
1. MINIMUM CONCRETECOMPRESSIVE STRENGTH(f'c=MPa).
2. REINFORCEMENT MESH TO BEPLACED CENTRALLY. COVER50mm TYPICAL
NOTES:100mm MINCONCRETE BANDAGE
CATCHPIT FRAME ANDGRATE (SLOPE TO MATCHCONCRETE WATERTABLE)
FRAME DEPTHPLUS BEDDING
LINTEL
CATCHPIT INVERT TOEQUAL PIPE INVERT
DESIG
NBK
LEVE
L
150
550
150
850
CATCHPIT FRAMEAND GRATE
TYPICAL REINFORCEDCONCRETE PIPE
LINTEL
LUGS
10/08/11 JAS
90°
MINIMUM 600mmMINUS 20mm
KERB FACE
POST
CHECKER PLATE DRAIN.REFER NOTES 4 AND 5
STRE
ET P
ROPE
RTY
BOUN
DARYVERANDAH
STRE
ET P
ROPE
RTY
BOUN
DARY
VERANDAH POST WITHINTERNAL STORMWATER PIPE
DRAIN PIPE TYPE TO BE SEALEDAT C.P.D JUNCTION
50mm (APPROX) THICKSAND/CEMENT BASE
PLACE ACCESS LID INFRONT OF DOWNPIE
SQUARE ACCESS LID WITH10mmØ LIFTING HOLE IN THECENTREFINISHED FOOTPATH LEVEL.
REFER NOTE 2
REFER NOTE 3
COVER SUPPORT 16mmØ PLAINROD WELDED TO C.P.D. FOR FULLLENGTH OF LID.
EQUAL TO KERB DEPTH
REFER NOTE 5
NOTES:1. CHECKER PLATE DRAIN (C.P.D.) TO BE CONSTRUCTED OF 6mm THICK STEEL PLATE WITHSTEEL 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 FOOTPATHSURFACE.
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 OFEXISTING PIPE, BUT NOT LESS THAN MINIMUM WIDTH.
6. C.P.D. MINIMUM WIDTH 150mm.
CHECKER PLATE DRAINNTS
SECTION A-A
A
A
10/08/11 JAS
KERB FACE
LENGTH EQUAL TO FOOTPATHWIDTH MINUS 20mm
NOTES:1. CHECKER PLATE DRAIN (C.P.D.) TO BE CONSTRUCTED OF 6mm THICK STEEL PLATE WITHSTEEL 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 FOOTPATHSURFACE.
3. ANY C.P.D. WIDER THAN 300mm TO BE PROVIDED WITH A 500mm LONG INTERNALSTIFFENER, FULLY WELDED PLACED CENTRALLY AT KERB AND AT 500mm INTERVALS.
4. ALL C.P.D.'S TO BE INSTALLED PERPENDICULAR TO THE STREET PROPERTY BOUNDARYAND 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 OFEXISTING 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 BOUNDARYALIGNMENT DRAINING THAT PROPERTY.
CROSSING PLACE
90°
PROPERTY BOUNDARY
STRE
ET P
ROPE
RTY
BOUN
DARY
1000
USE L-SHAPED CHECKER PLATEDRAIN TO AVOID SERVICE COVERS,POSTS NAD DRIVEWAYS
REFER NOTE 3
CHECKER PLATE DRAIN.REFER NOTES 4 AND 5
CHECKER PLATE DRAINMUST STOP AT STREETPROPERTY LINE
STRE
ET P
ROPE
RTY
BOUN
DARY
DRAIN PIPE TYPE SITUATIONS TOBE SEALED AT THE INTERNALPIPE AND C.P.D JUNCTION
50mm (APPROX) THICKSAND/CEMENT BASE
SQUARE ACCESS LID WITH10mmØ LIFTING HOLE IN THECENTREFINISHED FOOTPATH LEVEL.
REFER NOTE 2
REFER NOTE 3
COVER SUPPORT 16mmØ PLAINROD WELDED TO C.P.D. FOR FULLLENGTH OF LID.
EQUAL TO KERB DEPTH
REFER NOTE 5
20mm
CHECKER PLATE DRAINNTS
SECTION A-A
A
A
10/08/11 JAS
DRIVEWAY CROSSOVER1:10
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH(f'c=32MPa).BRIGHTON LITE OR EQUIVALENT TO BE USED WHENFULL LENGTH OF KERBING IS CONSTRUCTED
2. RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3. 4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTSWHERE JOINING INTO EXISTING WATERTABLE ANDEVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETECODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,COMPACTED TO 98% MMDD.
NOTES:
300
40
5mm CHAMFER
150 450
600
5mm CHAMFER
40
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
10/08/11 JAS
300
35
5mm CHAMFER
450
5mm CHAMFER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
225225
INVERT DRAIN450mm
1:10
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH(f'c=32MPa).BRIGHTON LITE OR EQUIVALENT TO BE USED WHENFULL LENGTH OF KERBING IS CONSTRUCTED
2. RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3. 4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTSWHERE JOINING INTO EXISTING WATERTABLE ANDEVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETECODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,COMPACTED TO 98% MMDD.
NOTES:
10/08/11 JAS
300
40
5mm CHAMFER
600
5mm CHAMFER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
300300
INVERT DRAIN600mm
1:10
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH(f'c=32MPa).BRIGHTON LITE OR EQUIVALENT TO BE USED WHENFULL LENGTH OF KERBING IS CONSTRUCTED
2. RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3. 4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTSWHERE JOINING INTO EXISTING WATERTABLE ANDEVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETECODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,COMPACTED TO 98% MMDD.
NOTES:
10/08/11 JAS
KERB1:10
300
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH(f'c=32MPa).BRIGHTON LITE OR EQUIVALENT TO BE USED WHENFULL LENGTH OF KERBING IS CONSTRUCTED
2. RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3. 4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTSWHERE JOINING INTO EXISTING WATERTABLE ANDEVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETECODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,COMPACTED TO 98% MMDD.
NOTES:
CARRIAGEWAY
100mmOR
140mmOR
200mm
25mm CHAMFER
1505mm CHAMFER
FOOTPATH
50 C
OVER
REFER NOTE 3
REFER NOTE 1
REFER NOTE 2
10/08/11 JAS
KERB AND WATERTABLE1:10
300
KERB
HEI
GHT
100 O
R 14
0 OR
200
5 FALL
5mmCHAMFER 150 450
600
15mm CHAMFER
25mm CHAMFER5mm CHAMFER
40REFER NOTE 3
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH(f'c=32MPa).BRIGHTON LITE OR EQUIVALENT TO BE USED WHENFULL LENGTH OF KERBING IS CONSTRUCTED
2. RF11TM FABRIC REINFORCED MESH, WITH 50mm COVER.
3. 4-Y12 DOWELS, 300 LONG AT CONSTRUCTION JOINTSWHERE JOINING INTO EXISTING WATERTABLE ANDEVERY 4.0 METERS. CRACK JOINTS AS PER CONCRETECODE.
BED: 100mm THICK, 20mm QUARRY RUBBLE TO PM21,COMPACTED TO 98% MMDD.
NOTES:
REFER NOTE 1
REFER NOTE 2
10/08/11 JAS
KERB MEDIAN1:10
VARIOUS MEDIAN INFILL 50 150 50
EXISTING ROAD SURFACE
R25
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH 32MPa(f'c=MPa).
2. BRIGHTON LITE OR EQUIVALENT TO BE USED WHENFULL LENGTH OF MEDIAN IS CONSTRUCTED.
NOTES:
10/08/11 JAS
600mm TACTILE45°45°
LENGTH OF RAMP:900mm MIN. TO 1520mm MAX
1200mm FOR 100mm HIGH KERB1500mm FOR 140mm HIGH KERB
300mm CLEARANCE
KERB FACE
1200 NOMINAL
SHARP TRANSITIONBETWEEN RAMPSAND SLOPING SIDES
150
FOOTPATHCROSSFALL
RAMP GRADIENT1:8 MAX
SHARP TRANSITIONAT MEET POINTWITH FOOTPATHSHARP TRANSITION WITH
NO LIP AT WATERTABLE
100mm THICK, 20mm QUARRYRUBBLE TO PM21, COMPACTEDTO 98% MMDD.
BRIGHTON LITE OR EQUIVALENT TO BEUSED (NO REINFORCEMENT) MINIMUMCONCRETE COMPRESSIVE STRENGTHf'c=32MPa.BROOM SURFACE FINISH
TACTILE TYPE B INDICATOR.COLOUR: GREYREFER TO AS 1428.4-1992.DO NOT USE METAL TACTILES
NOTES:1. KERB RAMP SHOULD BE LAID IN THE DIRECTIONOF TRAVEL ACROSS THE ROAD ALIGNED WITH THEKERB RAMP ON THE FAR SIDE.
2. IT IS DESIRABLE THAT THE KERB RAMP ANDSLOOPING SIDES BE KEPT FREE OF PENETRATIONS(ie. SERVICE COVERS), IF UNAVOIDABLE, THECOVERS MUST BE SLIP RESISTANT.
KERB RAMPNTS
SECTION A-A
A
A
10/08/11 JAS
FINISHED FOOTPATH LEVEL
FRAME 25x25x3mm MILDSTEEL ANGLE
SUMP WALL (INSITUCONCRETE OR BRICK)
MINIMUM 25mm FIXINGS LUGS ORDYNABOLT IN EACH CORNER
COVER SUPPORT 16mmØ PLAINROD, 35mm LONG WELDED TOANGLE AT CORNERS OF FRAME
300x300x6mm THICK CHECKERPLATE COVER WITH 10mmØLIFTING HOLE IN THE CENTRE
75 MIN.
MAIN STORMWATERPIPE
100 MINIMUM CONCRETEBANDAGE
200 MIN COVER FOR THEFULL LENGTH OF RCP
REFER DETAIL A
250 SQ.
STRE
ET P
ROPE
RTY
BOUN
DARY
PIPE
OUTLET PIPE INVERT MUST BEEQUAL TO SUMP INVERT LEVEL
REINFORCED CONCRETE PIPE,MINIMUM SIZE 150 DIAMETER.(uPVC AND OTHER MATERIALSNOT PERMITTED)
100 MINIMUM FALL
PIPE TO BE CONNECTED INTO TOPHALF OF THE STORMWATER PIIPEAND FLUSH WITH INTERNAL WALL
INSTALL JUNCTION CHAMBER IFTHE DIAMETER OF THE PROPOSEDCONNECTION PIPE IS EQUAL TOOR GREATER THAN HALF THEDIAMETER OF THECORPORATIONS STORMWATERPIPE
PROPERTY CONNECTIONNTS
DETAIL A
10/08/11 JAS
OUTLET PIPE INVERT MUST BEEQUAL TO SUMP INVERT LEVEL
REFER DETAIL A
200 MIN COVER FOR THEFULL LENGTH OF RCP
100 MINIMUM CONCRETEBANDAGE
CATCHPIT
POSSIBLE EXISTING WET SUMPTYPE CATCHPIT
PIPE
STRE
ET P
ROPE
RTY
BOUN
DARY
FINISHED FOOTPATH LEVEL
FRAME 25x25x3mm MILDSTEEL ANGLE
SUMP WALL (INSITUCONCRETE OR BRICK)
MINIMUM 25mm FIXINGS LUGS ORDYNABOLT IN EACH CORNER
COVER SUPPORT 16mmØ PLAINROD, 35mm LONG WELDED TOANGLE AT CORNERS OF FRAME
300x300x6mm THICK CHECKERPLATE COVER (HOT DIPPEDGALVANISED) WITH 10mmØLIFTING HOLE IN THE CENTRE)
75 MIN.
250 SQ.
REINFORCED CONCRETE PIPE,MINIMUM SIZE 150 DIAMETER.(uPVC AND OTHER MATERIALSNOT PERMITTED)
100 MINIMUM FALL
PROPERTY CONNECTIONNTS
DETAIL A
10/08/11 JAS
300mm CONCRETEMARGIN
600mm TACTILES
BITUMEN FINISHGRADE 1:48 TO 1:24
GRADE 1:10 MAX.REFER NOTE
1m RADIUS AND TAPERCONCRETE MARGIN (300-150)
CONCRETE KERB ANDGUTTER
1m1.2
m MI
N.
10m
NO S
TAND
ING
ZONE
300mm WIDE STOP LINE
YELLOW LINE (ONLY WHERENO KERB EXISTS)
THROAT WIDTHPREFERRED 3m
MAXIMUM 6m(SUBJECT TO APPROVAL)
0.9m (TYP)
30°
BUILDING PROPERTYLINE
NOTE:VEHICLE ACCESS MUST BE CHECKED INACCORDANCE WITH AUSTRALIAN STANDARDS2890.1-1993 OR APPROPRIATE TO ENSURE THAT AVEHICLE WILL NOT SCRAPE THEIR UNDERSIDEWHEN NEGOTIATING THE CROSSOVER
TACTILED CROSSOVERNTS
10/08/11 JAS
BOLLARDS AND RAILINGS
DETAILS:
BICYCLE PARKING RAIL-FRAME BOLLARD DETAIL COLLAPSABLE BOLLARD DETAIL CONCRETE / TIMBER SLEEPER RETAINING WALL DETAIL FENCE AND FOOTING DETAIL TYPICAL HANDRAIL
BICYCLE PARKING RAIL-FRAMENTS
800
PROVIDE 30mmASPHALT OVERFOOTING
MASS CONCRETEFOOTINGSGRADE N20
GALVANISED 50 CHS 5.0CAST 250mm INTOFOOTINGS
FINISHEDSURFACE
FLANGEDEND
R100
CLCL
10/08/11 JAS
FINISHED SURFACE
MOUND CONCRETE
BOLLARD DETAIL(BL ON PLAN)
1:20
450Ø-500Ø
150
1000
1200 152 CHS 6.3 HOT DIP
GALVANISED
6mm CAP PLATE HOT DIPGALVANISED WELDED TO PIPEORCONCRETE INFILL TO PIPEWITH MOUND TO TOP SURFACE
10/08/11 JAS
1000
200
650
300 Sq. x 10 PL. BOLTED TO BASE PL.
450Ø
6mm CAP PLATE
WELDED TO CHANNEL.HOT DIP GALVANISED
A A
COLLAPSABLE BOLLARD DETAILNTS
SECTION A-A
140 x 10 PL. x 200 LONGWELDED TO CHANNEL
30 x 10 PL. x 40 LONG WITH10mmØ HOLE WELDED TOBASE PL.
4/M12 4.6/S H.D. BOLTSTHREADED AT TOP FOR40mm.
MASS CONCRETEFOOTING CONCRETEGRADE N25
140 x 10 PL. x 200 WELDED TOCHANNEL WITH 40 x 15mm SLOT.
300 Sq. x 10BASE PL.
30 x 10 PL x 40 LONG WITH 10mmØHOLE WELDED TO BASE PL.
HEAVY DUTY HINGE BOLTEDTO BASE PL AND CHANNEL.
114 CHS (HOT DIPGALVANISED) PAINTTO SUIT.
10/08/11 JAS
SLEEPER
STEEL UPRIGHTCONCRETE PIER FOOTING
CONCRETE PIER FOOTING
SLEEPER STEEL UPRIGHT
AGRICULTURAL DRAIN
SLEEPER
COVER125 MIN.
NEW HOTMIX PAVEMENT SURFACE
SECTION A-ANTS
ALTERNATIVE CORNER DETAILNTS
CORNER DETAILNTS
CONCRETE/ TIMBER SLEEPERRETAINING WALL DETAIL
NTS
200
AA
300mm WIDE SELECTEDGRANULAR BACKFILLMATERIAL (7mm)
SLEEPERS 200 x 100 x 2400mm LONG(TIMBER GRADE F1; CONCRETEGRADE N25) ON EDGE
150 UC 23 STEEL UPRIGHTAT 240mm CTS.
NEW CONCRETE/TIMBER SLEEPERRETAINING WALL
FOR FOOTING SIZE/ REINF'TREFER PLAN.
STEEL UPRIGHTS2-150 PFC
LOCAL SHAPING OF SLEEPERMAY BE REQUIRED TO SUITTHE STEEL UPRIGHT
MASS CONCRETE 600Øx2500mm DEEP BOREDCONCRETE PIER FOOTINGf'c=20MPaG=20 kN/m³
MAX. HEIGHT RETAINED=1.800m
10/08/11 JAS
FENCE AND FOOTING DETAIL1:20
MIN.300Ø
100
850 BELOWGROUND LEVEL
2100
MAX
.
MIN. 100 COVER
POSTS @ 2100MAX CTRS
NEW GOOD-NEIGHBOUR COLORBONDFENCE (REFER ARCHITECT'SDRAWINGS FOR DETAILS)
10/08/11 JAS
EXTENDED HANDRAIL300 MIN. PARALLEL TOSURFACE BELOW
TURN HANDRAILTHROUGH A TOTALOF 180° OR RETURNFULLY TO END POSTOR WALL FACE.
LANDINGWALKWAY RAMP LANDING RAMP LANDING 1200 MIN.
300 ± 10 600 TO 800
WARNING TACTILEINDICATORS TOAS 1428.4
900
KERB RAIL
CONTINUE KERB AND HANDRAILSACROSS/AROUND LANDING WHEREPOSSIBLE.
300 MIN.TRAFFICABLESURFACE TO TOPOF HANDRAIL
TRANSITION
TYPICAL HANDRAIL ELEVATIONNTS
NOTES:1. THE 300mm EXTENSION IS NOT REQUIRED WHERE THEHANDRAIL IS CONTINUOUS, E.G. ON THE INSIDE OF ANINTERMEDIATE LANDING.2. HANDRAIL, STAUNCHION & KICKRAIL TO STRICTLYCOMPLY WITH AS 1428.1.3. ALL HANDRAIL, KICKRAIL, STAUNCHIONS & BRACKETS TOBE HOT DIP GALVANISED AFTER FABRICATION. ALL SITEWELDS TO HAVE THE WELD SLAG REMOVED & FINISH WITH 2COATS OF COLD GALVANISED TREATMENT.4. STANCHIONS AND HANDRAIL NOT SHOWN FOR CLARITY.
175 TO TOP OF KERBRAIL
900
TYPICAL HANDRAIL DETAIL1:20
175
NOTE:1. THE 300mm EXTENSION IS NOT REQUIRED WHERE THEHANDRAIL IS CONTINUOUS, E.G. ON THE INSIDE OF ANINTERMEDIATE LANDING.2. HANDRAIL, STAUNCHION, KICKRAIL TO STRICTLYCOMPLY WITH AS 1428.1.3. ALL HANDRAIL, KICKRAIL, STAUNCHIONS & BRACKETS TOBE HOT DIP GALVANISED AFTER FABRICATION. ALL SITEWELDS TO HAVE THE WELD SLAG REMOVED & FINISH WITH2 COATS OF COLD GALVANISED TREATMENT.
42.3 CHS 4.0 HANDRAILR16 RODSUPPORT
6 CAP PL.
42.3 CHS 4.0KICK RAIL
48.3 CHS 4.0 STAUNCHIONS,SPACING TO SUIT RAMPPROFILE (1.5m MAX CTS).
6 CAP PL.,SEAL WELD
300
190Ø x 8 BASE PL.,6mm CFW TO STAUNCHION10mm NON-SHRINK GROUT,4M12 DOME HEAD CHEMSETANCHORS.
10/08/11 JAS
ENVIRONMENTAL DETAILS:
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
0.3m
1.0m
300
DIVERSION DRAINNTS
NATURAL SURFACE
2.5
MIN.
1
TOP WIDTH 0.5m MIN.COMPACTED EARTH BANKMI
N.1
MIN.
2.51
2.5
10/08/11 JAS
GRATED INLET PIT SEDIMENT TRAPNTS
50-75mm GRAVEL, 200mm MIN DEPTH
REFER RELEVANT DETAILSBARRIERS OR A SILT FENCEBE SURROUNDED BY HALE BALEALTERNATIVELY, DROP INLET MAY
SILT LADEN RUNOFF
FILTERED WATER
SILT LADEN RUNOFF
HEAVY GAUGE WIRE MESH
GEOTEXTILE FILTER FABRIC
12mm PITCH
10/08/11 JAS
GEOFABRIC & GRAVELEXTENDS 250mm MIN. PASTTHE END OF THE WIRE MESHTO ENSURE SEAL WITH KERB.
ROLL OF WIRE MESH &GEOFABRIC FILLEDWITH 25-50Ø GRAVEL
USE SPACER BETWEEN KERB& FILTER TO MAINTAINEFFECTIVE OPENING
KERB FILTER FABRICTHIS PRACTICE ONLY TO BE USED WHERE SPECIFIED
IN AN APPROVED SWMP.
MIN.
150 100
MIN.
10/08/11 JAS
0.15m
2.0m MIN
LEVEL SPREADERNTS
SECTION
PERSPECTIVE VIEW
MIN
DISPOSAL AREASHEET FLOW OVER STABLE
EROSION CONTROL MATTING
SILL
EARTH BANK
SILL AT 0% GRADE, < 1.0% FOR LAST 6mDIVERSION CHANNEL GRADE
MIN. LENGTH 4m
PERIMETER BANKDIVERSION OR
10/08/11 JAS
PROTECTION OFEXISTING STORMWATER INLETS
NTS
EXISTING GRATESTAKES
GEOTEXTILEFILTER FABRIC
10/08/11 JAS
SILT FENCE INSTALLATION METHODNTS
SEDIMENT FENCEDRAINAGE AREA 0.6HA MAX. SLOPE GRADIENT 1:2 MAX.
STAKES DRIVEN600 INTO GROUND
SLOPE LENGTH 60M MAX.
DETAIL OF OVERLAP
WIRE OR STEEL MESH
DISTURBED AREADIRECTION OF FLOW
200
600
MAX
GEOTEXTILE FILTERFABRIC
3000 MAX
UNDISTURBEDAREA
STEEL STAKESOR SIMILAR
CONCRETE PLINTHROCKY GROUND, SET INTOBURIED 200mm INTO GROUND,GEOFABRIC & WIRE MESH
PROVIDE STAKES AT 2.0m MAX SPACING
OR 1.5kg/m STEEL POSTS
DRIVEN 500mm-700mm INTO GROUND.STAKES TO BE 100mm DIA TIMBER POSTS
STAKESFLOW DIRECTION
FIX GEOFABRIC TO WIRE MESH.WITH HEAVY DUTY WIRE STAPLESFASTEN WIRE MESH TO STAKES
AND EITHER SEWN OR ATTACHED TOJOINTS TO HAVE MIN 300mm OVERLAP
DISTURBED AREA UNDISTURBED AREA
10/08/11 JAS
SIDE ENTRY PIT SEDIMENT TRAPNTS
TO REAR SIDE OF BATTENGEOTEXTILE FILTER FABRIC, FIXED
50mm FROM KERB FACE AND 70mmPROVIDE 80 x 50 BATTEN SPACED
CONCRETE GUTTER
FILTERED WATER
SILT LADEN RUNOFF50-75mm GRAVEL
HEAVY GAUGE WIRE MESH12mm PITCH
FROM WATERTABLE
FINISHED SURFACE
FINISHED SURFACE
10/08/11 JAS
HAY BALE BARRIERNTS
100
EMBED BALE 100mm INTO GROUND
FLOW DIRECTION
DISTURBED AREA UNDISTURBED AREA
DRIVEN 600mm INTO GROUND.PROVIDE 2 STAKES PER BALE,
HAY BALES PLACED LENGTH WISE, END TO END.
GROUND LEVEL
STRAW BALE & GEOTEXTILE SEDIMENT FILTERNTS
AREA
DRAINAGE AREA 0.5HA. SLOPE GRADIENT 1:2 MAX.
INTO GROUNDSTAKES DRIVEN 600
SLOPE LENGTH 50m MAX.
100
STAPLE GEOTEXTILE FILTER
GEOTEXTILE FILTER FABRIC
DISTURBED AREADIRECTION OF FLOW
LAID STAW BALETOWARDS PREVIOUSLYANGLE FIRST STAKE
UNDISTURBEDFROM DIRECT SUNLIGHTFACE BALE TWINE AWAY
DRIVE IN THREESTAKES PER BALE
200
ON TOP EDGE OF BALE.
10/08/11 JAS
TEMPORARY CONSTRUCTION EXITNTS
15.0m LENGTH
"CATTLE GRID" SHAKER AT 3.0m CTS.MIN OF 5 STEEL OR TIMBER
0.2m
MIN
50-75mm BALLAST
ENTRY TOSITE
TO UNDERLINE BALLAST.GEOFABRIC BIDMIN A12
300m
m
PUBLIC ROAD
EXIT TO
(MIN.)3.0m 3.0m WIDTH
(MIN.)
BERM
10/08/11 JAS
CONSTRUCT DENSELYGRASSED OVERFLOWSPILLWAY. MAX. SLOPE 6.5%.CREST 300 ABOVE TOP OFWATER LEVEL
PLAN VIEW OF TYPICAL SEDIMENT BASINNTS
RATIO 3:1 MIN.LENGTH/WIDTH
LENGTH
WID
TH
SEDIMENT STROAGE ZONE
FLOW
1
1000
250
4 41
INFLOW
EARTHEMBANKMENT
OUTLET PROTECTIONPROVIDE 2m x 2m x 0.17mRIP-RAP. STONE GRADINGd50=0.110m.
STEEL REINFORCEDCONCRETE BASE 400x 400 x 400.
TYPICAL CROSS SECTION OF SEDIMENT BASIN
RISER PIPE OPEN AT TOP
SETTLING VOLUMESTORAGE VOLUME
2 x Ø35mm HOLES2 x Ø30mm HOLES2 x Ø25mm HOLES
WIRE MESH25 TO 50mm OPENING
MAX SIDESLOPE 2:1
200200
100
100
600
INFLOW
1000
UPVC PIPE Ø250
300
750
PRIMARYOUTLET
CREST OFOVERFLOW OUTLET
MAX SLOPE 2:1
NOTE:OUTLET PIPE IS ONLY USED FOR THE ARRANGEMENT ATTHE PROPOSED RESIDUALS LAGOON AREA.
TWL
GEOTEXTILE FILTER - BIDIM A24OR EQUIVALENT
PERFORATED PIPEPROVIDE 20 x Ø10mm HOLES
10/08/11 JAS
WORM SEDIMENT TRAPNTS
SEMI-PORTABLE VERSION(SEALED BOTH ENDS) GRAVEL (50-75mm)
FILTER FABRIC
WIRE MESH
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
100mm KERB(100K ON PLAN)
1:10
100mm KERB AND GUTTER(100K&G ON PLAN)
1:10
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
R15
150
100
100 50 300
20
40
R15
CLEAN BACKFILLBEHIND KERB U.N.O.
FSL
CLEAN BACKFILLBEHIND KERB U.N.O.
FSL
5mm LIP ON PAVEMENT
FINISHED PAVEMENT
FINISHED PAVEMENT100
150
100 50
300
300
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
R15
FINISHED PAVEMENT
150mm KERB(150K ON PLAN)
1:10
150
150
100 50
CLEAN BACKFILLBEHIND KERB U.N.O.
300
FSL
5mm LIP ON PAVEMENTR15
150mm KERB AND GUTTER(150K&G ON PLAN)
1:10
FINISHED PAVEMENT
150
150
100 50 300
40
CLEAN BACKFILLBEHIND KERB U.N.O.
FSL
300
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
R15
200mm KERB(200K ON PLAN)
1:10
FINISHED PAVEMENT
R155mm LIP ON PAVEMENT
200mm KERB AND GUTTER(200K&G ON PLAN)
1:10
FINISHED PAVEMENT
200
200
100 50
100 50 300
25
40
200
200
CLEAN BACKFILLBEHIND KERB U.N.O.
CLEAN BACKFILLBEHIND KERB U.N.O.
FSL
FSL
R15
300
300
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
R75
SL72 MESH
300mm CONCRETE INVERT DRAIN(300ID ON PLAN)
1:10
20mm CHAMFER(TYP.)
5mm LIP ON ASPHALTICCONCRETE PAVEMENT(TYP.)
125
50
25300
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
R75
SL72 MESH
450mm CONCRETE INVERT DRAIN(450ID ON PLAN)
1:10
5mm LIP ON ASPHALTICCONCRETE PAVEMENT(TYP.)
20mm CHAMFER(TYP.)
150
50
35
450
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
R75
SL72 MESH
600mm CONCRETE INVERT DRAIN(600ID ON PLAN)
1:10
5mm LIP ON ASPHALTICCONCRETE PAVEMENT(TYP.)
20mm CHAMFER(TYP.)
150
50
40
600
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
3
1:20 1:8
25mm BEDDING SAND
20
BLOCK PAVE INVERT DRAIN DETAIL(VEHICULAR)
1:10
POLYMER MODIFIED ADHESIVEMORTAR TO SUPERINTENDENT'SAPPROVAL
20mm F.C.R. (PM.1/20QM)BASECOURSE (98%MODIFIED COMPACTION)
GRADE N20 CONCRETE SL82MESH CENTRAL WIDTH OFCONCRETE BASE SHALL NOTEXCEED WIDTH OF INVERTDRAIN
100 150
20 10
WIDTH OF INVERT DRAIN
3
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
CONCRETE EDGE STRIP
25mm BEDDING SAND
CONCEALED EDGE STRIP(NON-VEHICULAR)
1:10
SELECTED PAVINGUNITS
CAST EDGE AGAINSTPAVING UNITS
100
100
EQUAL
EQUAL
10/08/11 JAS
STANDARD KERBING BEYOND
R25
R40FINISHED SURFACE
FINISHED SURFACE
CROSSOVER1:10
150
8012
5
290 600600
8025
027
0
20mm CHAMFER(TYP.)
10/08/11 JAS
125
200
N25 CONCRETE. TOOLED JOINTS AT2.0m CTRS. 2xN16, 200 LAPCONTINUOUS.
LANDSCAPING
COMPACTION)SUBGRADE (100% STANDARD EDGE STRIP
(ES ON PLAN)1:10
100mm MIN. Q.R. PM(2/20QR)
(98% MODIFIED COMPACTION)SUBBASE COURSE
PAVEMENT
10/08/11 JAS
FINISHED SURFACE
1.N12 BAR
N12 BARS AT 300 CTS.
SL.72 MESH
300m
m MI
N.75
0mm
MAX.
C.JHE
IGHT
VAR
IES
FINISHED SURFACE
2N12 BARS
SL82 MESH
300m
m MI
N.75
0mm
MAX.
C.J (OPTIONAL)
HEIG
HT V
ARIE
S
EXTENDED HEIGHT KERB(EHK ON PLAN)
1:10
EXTENDED HEIGHT KERB & GUTTER(EHK&G ON PLAN)
1:10
200Ø PIERS AT 1200mm CTS.AND AT EACH SIDE OF JOINT
530
150
200
100 25
TWO PART POLYURETHANE SEALANTSEAL-N-FLEX TRAFFICABLE ORAPPROVED EQUIVALENT
COMPRESSIBLEFILLER NOMINAL 12mmWIDE
200Ø PIERS AT 1200mm CTS.AND AT EACH SIDE OF JOINT
150 LAP
530
150
200
N12 CONTINUOUS
110 25
10/08/11 JAS
1 IN 8KERB RAMP1520 MAX.
TOPLANDING1500 MIN.
LOWERLANDING1200 MIN.
FOOTPATHROADWAY
INCLUDED ANGLE BETWEENRAMP SURFACE ANDLOWER SURFACE 166° MIN.
SHARP TRANSITION ATCHANGE OF GRADE TOPAND BOTTOM OF RAMP
SECTION A-AKERB RAMPSLOPING
SIDE
SECTION B-B
KERB RAMP DETAIL 1:50
1200
MIN
.
1520
MAX
.15
00 M
IN.
LOWERLANDING
LANDING 1500 MIN. FROMTOP OF RAMP TO ANYOBSTRUCTION
UPPERLANDING
2000 MIN.
KERB FACE
45°45°
KERB RAMP1 IN 8 MAX.
BUILDING LINE
PLAN
A
A
B B
NOTE:THE RAMP AND SLOPING SIDES SHOULDBE SLIP RESISTANT AND OF A COLOURTHAT CONTRASTS WITH THE ADJOININGSURFACES.
190 M
AX.
1000 MIN.
WARNING UNIT ASSPECIFIED IN AS1428.4
10/08/11 JAS
25mm FALL
RAMP
JOINTJOINT
PLAN OF KERB RAMP1:20
1200
SECTION A-A1:10
150 1050
75
125
25
100
A
A
FINISHED SURFACE
FINISHED SURFACE
WARNING UNIT ASSPECIFIED IN AS1428.4
10/08/11 JAS
NOTES:1. RAMPS GIVING ACCESS TO ROADWAYS HAVINGKERB AND FOOTPATHS EACH SIDE SHALL BEPROVIDED IN PAIRS, ONE IN EACH FOOTWAY ANDDIRECTLY OPPOSITE EACH OTHER.
2. THE RAMP AND SLOPING SIDES SHALL BE SLIPRESISTANT. (ie. CONCRETE TEXTURED SURFACE)TO AS 3661.
3. TACTILE DIRECTIONAL INDICATORS (WARNINGUNITS) SHALL BE AS SPECIFIED IN AS 1428.4
KERB RAMP CROSSINGSECTIONSCALE 1:10
PLAN1:50
1200
1500
45°
SECTION A-A1:10
VARIES
(MIN.)KERB AND GUTTER
RAMP DOWN
(GRADIENT 1:10 MAX.)
A A
FINISHED SURFACE
WARNING UNIT ASSPECIFIED IN AS1428.9
DIRECTION AND LOCATIONOF FOOTPATH
LANDING:SLOPE SHALL NOT EXCEED1 IN 50 IN ANY DIRECTION
10/08/11 JAS
R20
FINISHED PAVEMENT
MEDIAN KERB(MK ON PLAN)
1:10
255
25 110
190
140
225
R40R40
300
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
R20
SL.72 MESH
FINISHED PAVEMENT
MOUNTABLE KERB & GUTTER(MK&G ON PLAN)
1:10
5mm LIP ON ASPHALTICCONCRETE PAVEMENT
200
530
230 300
65 165
100 125CLEAN BACKFILL
BEHIND KERB U.N.O.
20mm CHAMFER (TYP.)
300
FSL
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
100mm MINIMUM THICKNESS
RETAIN EXISTING PAVEMENT
EXISTING PAVEMENT
SURFACE PROFILEEXISTING BITUMEN
300 MIN.
F.C.R.
KERBING
Q.R.
NEW ISLAND
EXIS
T PA
VEME
NTDE
PTH
EXISTING BITUMEN SURFACE
SAWCUT WIDTH OF SAWCUT DEPENDENT ON COMPACTION PLANT
SAWCUTWIDTH
NEW KERB ONEXISTING PAVEMENT DETAIL
NTS
5mm LIP ON PAVEMENT
FCR (PM1) (98% MODIFIEDCOMPACTION) EXTEND 300mmBEHIND BACK OF KERB.
SUBGRADE (100% STANDARDCOMPACTION)
REMOVE HOT MIXLAYER
10/08/11 JAS
EACH UNIT 1770 LONG
FINISHED SURFACE
EPOXY GROUT
30
110
1530
75
16530
15
PRECAST CONCRETE WHEEL STOP1:5
SEAL DOWEL HOLE WITH EPOXYMORTAR TWO HOLES PER UNIT
2 R12 DOWELS 400 LONG300mm INTO PAVING (250FROM EACH END)
10/08/11 JAS
RAMP GRADIENT1:8 MAX
280 MAX
NOTE:THE EDGES OF THE THRESHOLD RAMPSHALL BE TAPERED OR SPLAYED AT AMINIMUM OF 45° WHERE THE RAMP DOESNOT ABUT A WALL.
35
DOOR
RAMPED THRESHOLD1:10
20 MAX
10/08/11 JAS
FINISHED PAVEMENT
5mm LIP ON PAVEMENT
ROLLOVER KERB & GUTTER(RK&G ON PLAN)
1:10
125
75
25
70 160 300
25
CLEAN BACKFILLBEHIND KERB U.N.O.
300
FSL
100mm MIN. COMPACTED Q.R.(PM.2/20QG) SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100% STANDARDCOMPACTION)
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 NOTES1. 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 SITEAREA IS TO BE COMPACTED AND TESTED IN ACCORDANCE WITH AS1289.5.1.1 TO PRODUCE THEFOLLOWING:- 98% STANDARD COMPACTION AT THE SURFACE AND AT 300mm BELOW SURFACE LEVEL, WHENPAVEMENTS 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 5TESTS 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 TOCOMMENCEMENT OF WORKS.
3. ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD COMPACTION TO AS1289.5.1.1 (U.N.O.) WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%.FILL MATERIAL TO BE APPROVED BY THE SUPERINTENDENT. THE LOOSE THICKNESS OF EACH LAYERBEFORE COMPACTION SHOULD NOT EXCEED 200mm WITHOUT THE APPROVAL OF THESUPERINTENDENT.PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2.
4. ALL EXISTING FILL WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETELY REMOVED. MATERIALSHALL 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% STANDARDCOMPACTION WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%
10/08/11 JAS
GENERAL NOTES1. THESE DRAWINGS ARE NOT CADASTRAL PLANS AND MUST NOT BE USED IN DETERMINING PRECISEDETAILS 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 INFORMATION7. SET OUT OF CARPARKS AND ASSOCIATED FEATURES SHALL BE SUPPLIED TO THE CONTRACTOR IN ANELECTRONIC 2D FORMAT (AutoCAD 2007) WHICH CONTAINS CONTROL POINTS AND T.B.M. NO TABULATEDSET 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 AURECONDRAWING MAY BE SCALED SUBJECT TO CORRECT BAR SCALE VERIFICATION.
8. REFER TO DIMENSIONED ARCHITECTURAL BUILDING DETAILS FOR ALL SET OUT DIMENSIONS OFBUILDINGS, 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 BEAMSBEFORE 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 BEREMOVED FROM SITE BY CONTRACTOR.
13. THESE DRAWINGS ARE A SCHEMATIC REPRESENTATION OF SERVICES INFORMATION CONTAINED INDRAWINGS ISSUED BY THE RELEVANT AUTHORITIES.THE INFORMATION CONTAINED IN THESE DRAWINGS IS INDICATIVE ONLY, AND REFERENCE SHOULD BEMADE TO THE RELEVANT AUTHORITIES DOCUMENTATION TO CONFIRM ACCURACY AND COMPLETENESS.WHERE INFORMATION IS AVAILABLE, THE SUB-SURFACE SERVICES INSTALLED BY CONTRACTORS OTHERTHAN THE AUTHORITIES HAVE BEEN SHOWN, BUT ADDITIONAL UNDOCUMENTED SERVICES MAY BEPRESENT. SHOULD THE CONTRACTOR BELIEVE THAT SUB-SURFACE SERVICES ARE AT RISK OF DAMAGEDURING CONSTRUCTION, THE CONTRACTOR SHOULD NOTIFY THE RELEVANT AUTHORITIES ANDESTABLISH 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 TOCOMMENCEMENT 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 WHEREVARIED BY THE CONTRACT DOCUMENTS.
18. ANY DISCREPANCY BETWEEN DRAWINGS SHALL BE REPORTED TO THE SUPERINTENDENT BEFOREWORK PROCEEDS.
10/08/11 JAS
PAVEMENT NOTES1. EXISTING PAVERS THAT ARE INDICATED TO BE RELAID ARE TO BE NEATLY STOCKPILED ON SITE TOAVOID DAMAGE DURING CONSTRUCTION.
2. AREAS OF RELAID PAVERS SHALL HAVE BASE MATERIAL CUT TO NEW LEVEL WITHIN EXISTING BASEMATERIAL 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 BEREPLACED.
5. IN AREAS WHERE ASPHALT PAVEMENT EXISTS AND NEW PAVEMENT IS BEING LAID THE CONTRACTORSHALL 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 ANDHOTMIX PLACED TO MATCH NEW LEVELS.
7. ALL PAVERS UPON COMPLETION OF INSTALLATION SHALL BE TREATED WITH A STAIN RESISTANTCOATING/SEALANT TO ASSIST WITH CLEANING OF PAVERS. CONTRACTOR TO SUBMIT TREATMENT ANDWORK METHOD TO SUPERINTENDENT FOR APPROVAL.
10/08/11 JAS
REFERENCE DOCUMENTATION1. REFER TO THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS FOR ALL SITE AND SOIL EXCAVATIONEXTENTS.
2. THE CIVIL SPECIFICATION SHALL BE READ IN CONJUCTION WITH THE GEOTECHNICAL REPORT FORSOIL EXCAVATION AND WITH THE DRAWINGS PROVIDED.
3. STRUCTURAL DRAWINGS FOR ALL BUILDING STRUCTURAL DETAILS.
4. LANDSCAPE ARCHITECTURAL DRAWINGS FOR ALL TREE LOCATIONS, TREE PROTECTION ANDLANDSCAPE DETAILS.
5. ARCHITECTURAL DRAWINGS FOR FINAL COORDINATION OF PROJECT DETAILS AND ALL BUILDINGDETAILS.
6. REFER TO THE ENVIRONMENTAL ENGINEERS REPORT FOR ALL SITE SOIL CONTAMINATION REPORTSAND REQUIREMENTS.
10/08/11 JAS
SIGNAGE & LINEMARKING NOTES1. TRAFFIC CONTROL DETAILS IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1742 MANUAL OFTRAFFIC CONTROL DEVICES AS MODIFIED BY THE "CODE OF TECHNICAL REQUIREMENTS FOR THE LEGALUSE OF TRAFFIC CONTROL DEVICES (TSA)" AND "INTERIM GUIDELINES FOR PAVEMENT MARKING MANUALIN 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.
(NOTE: REFER TO ARCHITECT'S
SETOUT & DIMENSIONS)DRAWINGS FOR CARPARK
YELLOWNO STANDING
WHITE
WHITE
WHITE
WHITE
WHITE
LINE CARPARKING
LINE B
DIAGONALCHEVRON/
SEPARATION
LINE A
LINE
LINE
SEPARATION
TURNING
100mm WIDECONTINUOUS
A=45°S=3000mmW=200mmB=600mmL=100mm
100mm WIDE
3.0m LINE 9.0m GAP100mm WIDE
600mm LINE 600mm GAP100mm WIDE
CONTINUOUS
WHITE
WHITECOLOUR
PAVEMENT MARKING TABLE
HOLDING LINE
STOP LINELINE TYPE
FACE OF KERB)(RECESS 300 BACK FROM600mm LINE 600 GAP.450mm WIDE,FACE OF KERB)(RECESS 300 BACK FROM450mm WIDE.DESCRIPTION
100 WIDE
MARKING
REFER DIAGRAM
LINE 600 LINE, 300 GAP CROSSWALK WHITE 150mm WIDE
LINE 23.0m LINE, 1.0m GAPEDGE WHITE 100mm WIDE
6.0m LINE 6.0m GAP
SEPARATIONLINE
WHITECONTINUOUS100mm WIDEUNBROKEN
BROKENLANELINE
WHITE 100mm WIDE3.0m LINE 9.0m GAP
LINECONTINUITY WHITE
1.0m LINE 3.0m GAP100mm WIDE
CODE & SIZESIGNAGE LEGEND
C R2-7A
ED R1-1A
R5-35
BA
No.R1-2AR2-4A
NO STOPPING -BOTH WAYS
ONE WAY TRAFFICSTOP
TYPE
NO ENTRYGIVE WAY
HAZARD DIRECTIONAL SIGND4-2-2FDISABLED PARKING BAYRS-10G
R5-23 LOADING ZONEHBUS ZONER5-20I
N 5 MINUTE PARKINGR5-13M - NIGHT STAFF PARKINGL - MANAGERS PARKING
PRAM PARKING BAY1/2 HOUR PARKINGR5-16
-JK
O R3-1 WOMBAT CROSSING
El R5-35l NO STOPPING -LEFTEr R5-35r NO STOPPING -RIGHT
10/08/11 JAS
SITE CONTAMINATION -CONTRACTORS RESPONSIBILITIES1. CREATE AND ADHERE TO A SITE SPECIFIC CEMP (CONSTRUCTION ENVIRONMENTAL MANAGEMENTPLAN). THIS DOCUMENT SHALL CONTAIN THE NATURE AND IMPLICATIONS OF THE CONTAMINATION.
2. APPOINT A CEMP ADMINISTRATOR TO IMPLEMENT AND MANAGE THE CEMP. PREPARE ANORGANISATIONAL CHART (TO BE ADDED INTO THE CEMP) OUTLINING RESPONSIBILITIES FOR THEONGOING MANAGEMENT OF THE SITE DURING CONSTRUCTION WORKS. IMPLEMENT A FORMAL PROCESSOF 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 KEEPINGSYSTEM 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 CEMPAND 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 OFWRITTEN PLAN OF HOW EXPOSURE TO CONTAMINATED SOIL WILL BE MANAGED; CEMP ADMINISTRATORAPPROVAL OF PLAN; CEMP ADMINISTRATOR SIGNOFF ON COMPLETED WORKS; REPORTING OFINCIDENTS AND IMPLEMENTATION OF CORRECTIVE ACTION AND DOCUMENTATION.
7. TEMPORARY VEHICLE WASHDOWN REQUIRED AT SITE EXIT TO PREVENT TRACKING OFCONTAMINATED 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 UPINTO SMALL PIECES AND MIXING THEM WITH THE SITE SOILS.
10. DEMOLISHED CONCRETE TO BE WASHED FREE OF SOIL PRIOR TO DISPOSAL, IN ORDER TO BECONSIDERED NON-CONTAMINATED.
11. AVOID STOCKPILING CONTAMINATED SOILS. WHERE STOCKPILING IS UNAVOIDABLE, KEEPSTOCKPILES DAMP AND COVER WITH WATERPROOF TARPAULINS TO PREVENT DUST GENERATION.
12. ANY EXCAVATION WORK WILL REQUIRE WORKERS TO WEAR "APPROPRIATE" PPE, PLUS CONSTANTDAMPING-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 BYOPERATORS LICENSED TO TRANSPORT CONTAMINATED SOILS, UNDER THE APPROPRIATE TRANSPORTCERTIFICATES. (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 FILLCRITERIA, 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 STORMWATEROFF-SITE. (PRESUMABLY ALTERNATIVE SITE STORMWATER MANAGEMENT ACHIEVING THIS AIM WOULDBE ACCEPTABLE.)
16. MONITOR THE INTEGRITY OF SITE SURFACES.
17. AVOID DEWATERING OF EXCAVATIONS. WATER COLLECTED FROM ANY DEWATERING TO BE TESTEDTO DETERMINE APPROPRIATE DISPOSAL METHOD.
18. AVOID OFF-SITE DISPOSAL OF ANY WATER FROM THE SITE. WATER COLLECTING ON THE SITE FROMANY 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 SITUCONTAMINATED 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 NOTES1. 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 APPROVEDEQUIVALENT.
5. ALL STORMWATER PIPES SHALL BE uPVC PIPES SHALL BE SEWER CLASS DWV UNLESS NOTEDOTHERWISE.
6. ALL STORMWATER PITS GREATER THAN 600x600 SHALL BE PROVIDED WITH A SPLIT LID TO ENSUREMAXIMUM LID "LIFT" IS 600x600.
7. ALL STORMWATER PITS ON PLAN DRAWINGS TO HAVE HEELPROOF GRATE OR PAVER INFILL LIDWHERE LOCATED ON PAVEMENT OR FOOT TRAFFIC AREA.
8. ALL STORMWATER PITS TO HAVE ACCESS STEP IRONS INSTALLED IN ACCORDANCE WITH AS1657 ANDAS4198 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 MINIMUM300mm THICKNESS OF 20mm DRAINAGE SCREENINGS U.N.O.
11. ALL DOWNPIPE RISERS TO BE AS SHOWN ON ARCHITECTURAL DRAWINGS. CONNECT TO 150ØUNDERGROUND CONNECTION UNLESS NOTED OTHERWISE.
10/08/11 JAS
SUBGRADE PREPARATION FOR PAVEMENT1. THE EXISTING GROUND SURFACE IS TO BE STRIPPED TO REMOVE ANY LOOSE SURFICIAL SOIL ORTOPSOIL AND/OR ASSOCIATED ORGANIC MATTER. ALL TOPSOIL AND UNCONTROLLED FILL IS TO BESTRIPPED AND THE UPPER 200mm OF EXPOSED SUB-GRADE COMPACTED TO ACHIEVE 98% STANDARDCOMPACTION. ANY EXPOSED SOIL IS TO BE PROOF ROLLED, IN THE PRESENCE OF THESUPERINTENDENT AND ENGINEER, WITH A NON-VIBRATING 20t SMOOTH DRUM ROLLER ( OR APPROVEDOTHER) TO IDENTIFY ANY SOFT OR WEAK AREAS.
2. DURING PROOF ROLLING, ALL SOFT, WET, WEAK OR ORGANIC MATERIALS ARE TO BE REMOVED ANDREPLACED WITH SELECTED COMPACTED FILL.
3. ALL EXCAVATED AREAS BEFORE BACKFILL ARE TO BE SURVEYED BY LICENSED SURVEYOR TOQUALIFY 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 QUARRYWASTE PRODUCT. THE SELECTED FILL IS TO BE PROPERLY MOISTURE CONDITIONED PRIOR TOPLACEMENT AND COMPACTION.
5. THE FILL IS TO BE PLACED AND COMPACTED IN LAYERS NOT EXCEEDING 200mm COMPACTEDTHICKNESS, 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 STRIPPEDGROUND, AFTER BACK FILLING ANY AREAS OF UNSUITABLE FOUNDATION SOIL AND DURING THEPLACEMENT OF ANY SELECTED FILL AND PAVEMENT LAYERS. TESTING AGENT TO BE NATA APPROVEDAND TESTS TO BE CONDUCTED IN ACCORDANCE WITH GUIDELINES.
7. PROOF ROLL PAVEMENT SUBGRADES PRIOR TO PAVEMENT INSTALLATION. CONTRACTOR TO HAVE AGEOTECHNICAL ENGINEER TEST THE WHOLE PAVEMENT SUB-SURFACE ONCE SUBGRADE LEVELS AREREACHED FOR CBR VALUE. DESIGN CBR IS 3.0%. CONTRACTOR TO INFORM SUPERINTENDANT OF CBRVALUE ON SITE PRIOR TO NEW PAVEMENT CONSTRUCTION.
10/08/11 JAS
SURFACE AND SUBSURFACE DRAINAGE ANDSEDIMENT CONTROL1. IT'S ESSENTIAL THAT PROPER SITE DRAINAGE AND WATERPROOFING IS IMPLEMENTED ANDMAINTAINED DURING AND AFTER CONSTRUCTION.
2. AT ALL STAGES OF CONSTRUCTION (INCLUDING DEMOLITION WORKS), CONTRACTOR SHALL TAKEMEASURES TO ENSURE ALL STAGNANT WATER FROM THE CONSTRUCTION SITE (BUILDING ANDCARPARK 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 THEIRTENDER.
3. SURFACE RUNOFF SHOULD BE PREVENTED FROM ENTERING CONSTRUCTION AREAS, PARTICULARLYEXCAVATIONS AND FOOTING LOCATIONS, BY GRADING THE GROUND SURFACE AWAY FROM SUCHAREAS, OR USING SURFACE INTERCEPTOR DRAINS. RUNOFF THAT IS GENERATED WITHIN THECONSTRUCTION AREAS MUST BE DIRECTED TO COLLECTOR DRAINS THROUGH THE PROVISION OFSUITABLE GROUND SURFACE FALLS AND THEN CARRIED AWAY FROM THE WORKS IN SEALEDSTORMWATER PIPES TO AN APPROPRIATE DISPOSAL OUTLET.
4. THE USE OF SUBSURFACE CUT-OFF DRAINS OR DRAINAGE BLANKETS WILL HELP PREVENT POSSIBLESUBSURFACE SEEPAGE FROM EXCAVATION FACES.
5. SHOULD WATER BE ALLOWED TO SOAK INTO EXISTING SOIL, THE CONTRACTOR IS TO EXCAVATE ANDREMOVE THE WATER-AFFECTED SOIL UNTIL SOIL WITH EXISTING, EQUILIBRIUM MOISTURE CONTENT ISFOUND. THE EXCAVATED AREA IS THEN TO BE BACKFILLED WITH SELECTED FILL AND COMPACTED INACCORDANCE WITH THE CIVIL SPECIFICATION.
6. FOR MORE DETAILS ON SITE RUN OFF CONTROL REFER TO GEOTECHNICAL INVESTIGATION REPORTAND CIVIL SPECIFICATION.
7. SEDIMENT CONTROL DEVICES SHOULD BE INSTALLED AS A STANDARD POLLUTION CONTROLFOLLOWING RECCOMENDATIONS BY THE E.P.A. IT IS RECOMMENDED THAT THESE METHODS AREADOPTED 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 SITEPERIMETER WHERE SITE RUNOFF COULD CROSS. THE CONTRACTOR TO MAINTAIN THESE TRAPSREGULARLY.
9. A "TEMPORARY CONSTRUCTION EXIT" SHALL BE INSTALLED AT A LOCATION AGREED WITH THESUPERINTENDENT ON SITE.
10/08/11 JAS
S S
SUB SURFACE DRAIN
COMMON SERVICES TRENCH
EXISTING ETSA SERVICES
EXISTING TELSTRA SERVICES
F F
LEGEND
E E
T T
EXISTING FIRE MAIN
(EXISTING SERVICES LINETYPES)
EXISTING GAS MAING G
EXISTING SEWER MAIN
EXISTING STORMWATER PIPESWD SWD
EXISTING WATER MAIN
SSD SSD
W W
EUG EUG EXISTING OVERHEAD ETSA SERVICES
10/08/11 JAS
LEGEND
NEW KERB:100K = 100mm HIGH KERB100K&G = 100mm HIGH KERB AND GUTTER150K = 150mm HIGH KERB150K&G = 150mm HIGH KERB AND GUTTER200K = 200mm HIGH KERB200K&G = 200mm HIGH KERB AND GUTTERES = EDGE STRIPEHK = EXTENDED HEIGHT KERBEHK&G = EXTENDED HEIGHT KERB AND GUTTERTK = TRANSITION KERBKB = KERB BREAKRK&G = ROLLOVER KERB AND GUTTERMK = MEDIAN KERBMK&G = MOUNTABLE KERB AND GUTTER
INVERT DRAIN
JOINTING:IJ = ISOLATION JOINTTJ = TOOL JOINTCJ = CONSTRUCTION JOINTSCJ = SAW CUT JOINTDCJ = DOWELLED CONSTRUCTION JOINT
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)
INSPECTION OPENING
DOWN PIPE
FLOOR WASTE
TRENCH GRATE
CHEQUER PLATE DRAIN
DESIGN LEVEL:T.K. = TOP OF KERBW.T. = BOTTOM OF KERBI.L. = INVERT LEVELTOW = TOP OF WALLBOW = BOTTOM OF WALLBEW = BULK EARTHWORKS
FINISHED FLOOR LEVEL
SIGN
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
RW
100K
DP
I.O.
FFL 9.990
BL
F/W
600ID
100.000
10/08/11 JAS
EXISTING KERB AND GUTTER
EXISTING KERB AND GUTTER TO BE REMOVED
100 HIGH KERB & GUTTER
100 HIGH KERB
EXISTING TREE TO BE REMOVED
EXISTING TREE TO BE RETAINED
INVERT DRAIN
EDGE STRIP
150 HIGH KERB & GUTTER
150 HIGH KERB
MOUNTABLE KERB & GUTTER
MOUNTABLE KERB
TREE
FENCELINE
RETAINING WALLRW
LEGEND
K
ID
100K
100K&G
ES
MK&G
MK
K&G
INDICATES DIRECTION OF SURFACE FALL (SWALE)
EXISTING SIDE ENTRY PIT
EXISTING SPOT LEVEL AT BACK OF KERB
EXISTING SPOT LEVEL AT TOP OF KERB
EXISTING SPOT LEVEL AT WATERTABLE
STORMWATER PIPE
EXISTING SPOT LEVEL
DESIGN SPOT LEVEL
FINISHED FLOOR LEVEL
JUNCTION PIT
375Ø
FFL 9.990
DPDOWNPIPE
TRENCH GRATE
PLATE DRAIN
SEP
JP
GIP
SEP
41.35B
K
41.35T
K
41.35W
T
41.35
41.3
SIDE ENTRY PIT
GRATED INLET PIT
INVERT LEVEL
DESIGN CONTOUR
EXISTING CONTOUR
40.600
9.990I.L.
40.600
10/08/11 JAS
H
LEVEL INFORMATIONWATER TABLETOP OF KERBEDGE OF CONCRETEUPRIGHT KERB
NAT. SURF (BITUMEN)
EDGE OF PAVERSINVERT
X-OVER
S.E.P. (DOUBLE)
ELECTRIC CABLE COVER
STREET LIGHT
TELSTRA PIT
INSPECTION POINT
MANHOLE
TELSTRA PIT (MEDIUM)
SURVEY MARK
GAS METER
SUMP
GRATE
SIGNAL BOX
FENCEMANHOLE (STORMWATER)
SURVEY LEGENDS.E.P.
WATER METER
STOBIE
LITTER BIN
TELSTRA PIT (SMALL)
TRAFFIC LIGHT
SIGN POST
INSPECTION OPENING
BOLLARD
MAIL BOX
SEWER I.P.
HYDRANT
INSPECTION COVER
10/08/11 JAS
TAP
CATHODIC PROT.MARKER
MARKER POST
TRAFFIC LIGHT
SEWER MH - VENT
SEWER IP - IO
TELECOM PIT - PILLAR
EWS WATER METER - FP/SV
SURVEY LEGENDWATERTABLE LEVEL
SIGN - HOARDING
CABLE MARKER
IRRIG CONT.VALVE-SPRINKLER
128.53 WT
STOBIE POLE
LIGHTPOLE
ETSA CONNECTION
ETSA METER BOX
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
PLANE EXISTING ASPHALT TOENABLE NEW OVERLAY TO FINISHFLUSH WITH EXISTING FEATURES.
EXISTING FEATURE WHICHREMAIN. (KERB AND GUTTER ISSHOWN FOR ILLUSTRATION)
25mm HOTMIXAC10 OVERLAY EXISTING
ASPHALT
NEW BASECOURSE(THIN BASE SHOWNFOR ILLUSTRATION)
NOTE:EXCAVATE EXISTING PAVEMENT, COMPACTSURFACE AND KEY IN NEATLY
300
ASPHALTIC OVERLAYNTS
FINISHED SURFACE
EXISTING BASE
10/08/11 JAS
YET TO BE DESIGNED
YET TO BE DESIGNED
150
175
BRICK/BLOCK PAVING(VEHICULAR)
1:10
BRICK/BLOCK PAVING(NON-VEHICULAR)
1:10
125
SELECTED PAVINGUNITS
25mm BEDDING SAND
20mm Q.R. (PM.2/20QG)BASECOURSE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
SELECTED PAVINGUNITS (80mm THK)
25mm BEDDING SAND
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)
CONCEALED CONCRETE EDGESTRIP. EMBEDDED MIN. 100mmINTO FIRM GROUND (INSTALLEDAT ENGINEERS DISCRETION)
10/08/11 JAS
7510
0
CONCRETE PAVEMENTLIGHT DUTY
1:10
CONCRETE SL52 MESHCENTRAL GRADE N25
20mm Q.R. (PM.2/20QG)SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
100
125
CONCRETE PAVEMENTMEDIUM DUTY
1:10
CONCRETE SL72 MESHCENTRAL GRADE N25
20mm Q.R. (PM.2/20QG)SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
150
150
CONCRETE PAVEMENTHEAVY DUTY (TYPE 1)
1:10
CONCRETE SL82 MESHCENTRAL GRADE N32
20mm Q.R. (PM.2/20QG)SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
200
150
CONCRETE PAVEMENTHEAVY DUTY (TYPE 2)
1:10
CONCRETE 2 LAYERSSL82 MESH 50mmCOVER GRADE N40
20mm Q.R. (PM.2/20QG)SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
YET TO BE DESIGNED
YET TO BE DESIGNED
YET TO BE DESIGNED
YET TO BE DESIGNED
10/08/11 JAS
CONCRETE STEP DETAIL1:10
5mm WIDE x 3mm DEEP GROOVES AT10mm CTS. IN 75mm GROUPING
LAPLENGTH
LAPLENGTH
SL72 MESH, 30mm COVER
COMPACTEDSUBGRADE
THROAT
THICKNESS
FINISHED SURFACE
FINISHED SURFACE
200
300
160
25
600
400
10/08/11 JAS
7575
25
HOTMIX PAVEMENTLIGHT DUTY
1:10
HOT MIX AC.10
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)
2510
010
0
HOT MIX AC.10
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)
3515
023
0
HOTMIX PAVEMENTHEAVY DUTY
1:10
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)
YET TO BE DESIGNED
YET TO BE DESIGNED
YET TO BE DESIGNED
HOT MIX AC.14
HOTMIX PAVEMENTMEDIUM DUTY
1:10
10/08/11 JAS
150
RUBBLE PAVEMENT1:10
YET TO BE DESIGNED20mm Q.R. (PM.2/20QG)SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
10/08/11 JAS
100
SPRAY SEAL PAVEMENT1:10
2 COAT 14/7SPRAY SEAL
20mm Q.R. (PM.2/20QG)SUBBASE(95% MODIFIED COMPACTION)
SUBGRADE (100%STANDARD COMPACTION)
YET TO BE DESIGNED
10/08/11 JAS
FASTENERGALVANISED
200 x 35 PERMAPINE
TIMBER EDGING(TE ON PLAN)
NTS
FINISHED SURFACE
50 x 50 x 300 PERMAPINESTAKE
10/08/11 JAS
CUT EVERY SECOND WIRE INFABRIC ALONG LINE OF JOINT
10 x 20 DEEP GROOVETROWELLED IMMEDIATELY
TOOLED JOINT DETAIL(TJ ON PLAN)
1:20
10/08/11 JAS
150
TURF/LANDSCAPING1:10
MIN. 150 THICK CLEANTOPSOIL/LOAM MIX. SEEKDIRECTION FROM SMA
SUBGRADE (95%COMPACTION)
10/08/11 JAS
0.000 N.S.X
Xx
XX
XX
x
2.5%2.5% 3%3%1V=5H
1V=5H
100K100K
3.50m 3.50m3.50m3.50m
20.00m
TYPICAL CROSS SECTIONROAD 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
25MPa CONCRETE
2N12 'U' BARS.
A
A
150
150
BANDAGE JOINTNTS
SECTION A-A
75 75
200
PIPE
2N12 'U' BARS.300 COG.
PIPE SHALL STOP ATTHE EXTERNAL FACE OFBIG PIPE.
10/08/11 JAS
CHEQUER PLATE DRAIN DETAIL1:10
100
300WELD COVER TO SIDES
50mm BEDDING SAND
FINISHED SURFACE
DEEP
6mm MILD STEEL HOT DIPGALVANISED PLATE DRAIN
6mm FLOOR PLATECOVER.
10/08/11 JAS
100
DEPT
H VA
RIES
- MI
N. 42
0
100
DOWNPIPE CONNECTION DETAIL1:10
PLAN
DOWNPIPE
EXPANSION JOINT
PAVEMENT LEVEL
450
25015
100100
1525 25
15
450
25
250
100
2515
SECTION A-A
MIN.
300 C
OVER
A A
NOTE:DOWNPIPE OMITTED FOR CLARITY.
RCP OUTLET-GRADE TOMAIN STORMWATER DRAIN
6mm MILD STEELCHECKER PLATE COVER
ALTERNATIVE POSITIONSFOR DOWNPIPE
OPENING TO SUITDOWNPIPE
300 x 300 x 6mmCHECKER PLATE COVER
10/08/11 JAS
30
150Ø DOWN PIPE
150Ø TAKE OFF
100
FINISHED PAVEMENT LEVEL
30
RCP150Ø TAKE OFF
DOWNPIPE ENTRY TOREINFORCED CONCRETE PIPE
NTS
PLAN
SECTION
CORE 180mm OPENING TORCP PIPE AS CLOSE ASPOSSIBLE TO OBVERT
FIX SADDLE TO RCP PIPE INACCORDANCE WITHMANUFACTURERS DETAILS
150Ø DOWNPIPE ENTRY
150Ø DOWN PIPEENTRY
ROCLA SADDLE SLOPEJUNCTION TO SUIT
10/08/11 JAS
RCP
UPVC PIPE
Ø150 (OR 100) TAKE OFF
CCENTRE LINE
L
ENTRY TO RCPAT T-JUNCTION
NTS
SECTIONPLAN
CORE 180mm OPENING TORCP PIPE
FIX & SEAL TIGHT SADDLE TORCP PIPE IN ACCORDANCEWITH MANUFACTURERS DETAILS
ROCLA SADDLE SLOPEJUNCTION TO SUIT
Ø150 (OR 100)TAKE OFF
10/08/11 JAS
FINISHED SURFACE
GRATED TRENCH DRAIN DETAILNTS
ACO HEELGUARD COMPOSITECOVER TO DRAIN
NOTE:ACO DRAIN SHALL BE ASSEMBLED AND LAID TOMANUFACTURER'S SPECIFICATIONS.
ACO DRAIN K100S PRESLOPEDSYSTEM IN LINE SUMP AT ENDOF TRENCH
100mm THK. CONCRETEALL AROUND ACO DRAIN(N25 GRADE CONCRETE)
SUBGRADE (100% STANDARDCOMPACTION)
10/08/11 JAS
Ø OR 300 MIN.3
2 x SL.82 MESH
HEADWALL DETAILNTS
ELEVATION
PLAN
200
600
150
GRADE N40CONCRETE (TYP.)
SL82 MESHCENTRAL
DISSIPATOR (DELETEDISSIPATOR TO INLETHEADWALL)
OR 150 MIN.
300
2 x P
IPE
Ø
60°
200
DISSIPATOR (DELETEDISSIPATOR TO INLETHEADWALL)
NOTE:DISSIPATOR NOT SHOWN.
NOTE:FLOODGATE INSTALLATION INFRONT OF HEADWALLTO MANUFACTURERS SPECIFICATION.
SECTION A-A
A
A
4Ø
PIPE Ø
10/08/11 JAS
SURFACE INSPECTION OPENING DETAILNTS
PLAN
FINISHED SURFACE
SECTION A-A
237Ø
368Ø445Ø
GATIC CAST IRON IP COVER ANDCONCRETE SURROUND ORAPPROVED EQUIVALENT
150Ø UPVC RISER WITHREMOVABLE SEALING CAPCAST IRON COVER TO BE MARKED
'SEWER' WITH 3mm HIGH LETTERS
LIFTING SOCKET WITH BYLONPLUG COVER
LIFTING LUG WITH NYLON PLUG.
SURROUNDING GROUND OMITTED FOR CLARITY.
REINFORCED PRECAST CONCRETE.
COVER LEVEL
Ø445
GROUND LEVEL
Ø370
CAST IRON COVER TO BE MARKED"STORMWATER" WITH 10mm HIGHLETTERING.
75x50 HARDWOOD SUPPORTS TOEXTEND 300mm PAST EACH SIDEOF TRENCH.
PROVIDE 2 OFF Ø6mm LOCKDOWNS/S ALLENHEAD SCREWS.
Ø100mm OR Ø150mm PVCRISER WITH SCREWED CAP.
CLEAR OPENING :150 FOR 100 RISER230 FOR 150 RISER
INSPECTION OPENING(I.O. ON PLAN)
NTS
PLAN SECTION A-A
A A
A A
10/08/11 JAS
MARK KERB WITH YELLOW PAINT
100Ø UPVC IRRIGATION DUCT
FINISHED SURFACE
200
IRRIGATION DUCT FINISHNTS
500
RISER TO BE CAPPED AT FINISHEDSURFACE LEVEL TO ENABLE FUTURELOCATION BY OTHERS (APPLIES TOBOTH END OF DUCT)
BASECOURSESUBBASE
NOTE:SAND BACKFILL TO IRRIGATION DUCTAND COMPACT TO 100% STD. MDD.
NOTE:REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS
10/08/11 JAS
PRECAST UNITS
BRICKWORK OR MAKEUP UNITS TO SUIT
150
900
150
150
750
150900150
A A
C.J.C.J.
JUNCTION BOX WITH OPENING1:20
SECTION A-A
PLANGATIC TYPE 'E' COVER AND FRAME400 x 600
TWO LAYERS OF A.R.C. No.SL62 MESH (50mm COVER)
SL62 MESH (50mmCOVER)
GATIC TYPE 'E' COVER AND FRAME400 x 600
10/08/11 JAS
MAX PIT DEPTH MESH1200150018002500
SL 72SL 82SL 92SL 102
NOTES:PROVIDE STEP IRONS INACCORDANCE WITH AS1657 FOR PITS.
MIN. 250 LAPCJ
SL72 MESH CENTRAL
FINISHED SURFACE
CJ
REBATE TO SUIT
WIDTH
JUNCTION PIT (<0.8m)GRATED INLET PIT DETAIL (<0.8m)
1:20
DEPT
H VA
RIES
VARIES100100
100
MIN. 400 LAP
CJ
REFER TABLE
FINISHED SURFACE
CJ
REBATE TO SUIT
150 WIDTH 150
150
JUNCTION PIT (>0.8m)GRATED INLET PIT DETAIL (>0.8m)
1:20
DEPT
H VA
RIES
VARIES
GATIC COVER TO SUIT ORAPPROVED EQUIVALENT
REFER PLAN FOR SIZE& ALIGNMENT OFINLET/ PIPE OUTLET.
GATIC COVER TO SUIT ORAPPROVED EQUIVALENT
REFER PLAN FOR SIZE& ALIGNMENT OFINLET/ PIPE OUTLET.
10/08/11 JAS
DRAIN INVERT
VARIES1
DRAIN FINISHING LEVEL
500 M
IN.
500 M
IN.
500 MIN.
ROCK FACE DETAILSSCOUR PROTECTION
NTS
ROCK TO BE Ø150 MIN. &Ø300 MAX.
EXCAVATION PROFILE
BIDIM A34 GEOTEXTILE UNDERROCK OR APPROVED SIMILAR
COARSE QUARRY WASTECOMPACTED AROUND ROCK
10/08/11 JAS
FINISHED SURFACE
ROCK FILLED MATTRESS DETAILNTS
200
BIDIM A24 GEOTEXTILE ORAPPROVED EQUIVALENT
ROCK FILLED RENO MATTRESS6.0m x 2.0m x 170mm
10/08/11 JAS
300 x 300
PIPE AS SPECIFIED
100 100
200
100
N12 BAR
250 x 250 SAWCUT HOLE
N25 CONCRETE
SL72 MESH CENTRAL
FINISHED SURFACE
N12 BARS
A A
STORMWATER PIT(SADDLE PIT)
NTS
SECTION A-A
PLANGATIC COVER & FRAME TO SUITOR EQUIVALENT APPROVEDHEAVY DUTY IN CARPARK & ROADWAYLIGHT DUTY IN FOOTPATH & LANDSCAPED AREAS.
10/08/11 JAS
PLAN
SIDE ENTRY PIT DETAIL900 x 600
1:20
CJ CJ
SL72 MESHCENTRAL (TYP.)
HEAVY DUTY CAST IRONCOVER AND FRAME
REBATE TO SUIT
FINISHED SURFACE
REFER PLAN FOR SIZEAND ALIGNMENT OFINLET/OUTLET PIPE
KERB AND GUTTER
150 900 150
600
FINISHED SURFACE
250 L
AP
150 600 150
SECTION A-A
A
A
10/08/11 JAS
NOTES:1. COVER AND FRAME TO BE STANDARDMANUFACTURE OF GATIC AUSTRALIA ORSIMILAR APPROVED. REINFORCEMENTS TO BESL62 MESH UNLESS NOTED OTHERWISE.
2. COVERS TO BE BOLT DOWN TYPE BOLTS TOBE STAINLESS STEEL WITH HEADS FOR 1/4"ALLEN KEY AND 5/16" WHITWORTH THREADS.
100
SIDE ENTRY PIT DETAIL1800 x 600
1:20
PLAN
REBATE TOSUIT.
WHEN ROAD FALL EXCEEDS 3%.2. CONCRETE UNDULATIONS ARE ONLY NEEDED
2 BAY SIDE ENTRY PIT = 1800 x 600.1. 1 BAY SIDE ENTRY PIT = 900 x 600.
CJ CJ
FINISHED SURFACE
REBATE TO SUIT
LAP
FLOW DIRECTION40 F
ALL
80 F
ALL
80 F
ALL
40 F
ALL
150 600 150
250
150
DEPT
H VA
RIES
SECTION A-A
1200 900 900 600
600
600
150
300
300
A
A
FINISHED SURFACE
GATIC COVER ORAPPROVED EQUIVALENT.
SL.72 MESHCENTRAL (TYP.)
10/08/11 JAS
SIDE ENTRY PIT DETAIL1800 x 600
1:20
100
50
140
100
NOTE:COVER AND FRAME TO BE STANDARDMANUFACTURE OF GATIC AUSTRALIA ORSIMILAR APPROVED. REINFORCEMENTS TO BESL62 MESH UNLESS NOTED OTHERWISE.
PLAN
REBATE TOSUIT.
INVERT
TOP KERB
INVERT
FLOW DIRECTION40 F
ALL
UNDULATIO
NS
CONCRETE
80 F
ALL
45° 80 F
ALL
40 F
ALL
WHEN ROAD FALL EXCEEDS 3%.2. CONCRETE UNDULATIONS ARE ONLY NEEDED
2 BAY SIDE ENTRY PIT = 1800 x 600.1. 1 BAY SIDE ENTRY PIT = 900 x 600.
CENTRALSL.72 MESH
CJ CJ
FINISHED SURFACE
REBATE TO SUIT
(TYP.)
LAP
SECTION A-A
SECTION B-B
600
600
1200 600900900
300
300
150
200
450 225 225 225 225 225
APPROVED EQUIVALENT.GATIC COVER OR
225
250
150 600 150
150
DEPT
H VA
RIES
A A
B
B
FINISHED SURFACE
10/08/11 JAS
PLAN
900mm/1800mm SIDE ENTRYPIT DETAIL (TYPE A)
1:20
TOP OF KERB
INVERT OF KERB
BASE OF KERB
*FOR H=100, TH=150mmFOR H=150, TH=200mm
*
X-FA
LL
FLOW DIRECTION
40mm
APRO
NX-
FALL
**
INVERT OF KERB
TOP OF KERB (BACK)TOP OF KERB (FRONT)
X-FA
LL
X-FA
LLAP
RON
** 40mm
**
*
SL72 MESH CENTRAL.INLET / OULET PIPE.
GRADE N25 CONCRETE BENCHING IN PIT TOA HEIGHT OF 1/3 DIAMETER OF RC PIPE(BENCHING TO BE HAND TROWELLED TO SUITPIPE ARRANGEMENT)
PAVINGINDICATIVE ONLY
100 O
R 15
0
TH=
TH= 10
0 OR
150
W=6
00 O
R 68
0
150600150
150
DEPT
H VA
RIES
SECTION A-A
SECTION B-B
SECTION C-C
150 1800 150
150
DEPT
H VA
RIES
300
300/3
80
300
G=30
0 OR
380
150 1800 150
1200 1800 600
A A
C
C
B B
C.J. C.J.
C.J. C.J.
NOTE:COVER AND FRAME TO BE STANDARD MANUFACTURE OFGATIC AUSTRALIA OR SIMILAR APPROVAL. REINFORCEMENOTTO SCALE TO BE RF.62 FABRIC, UNLESS NOTED OTHERWISE.(CAST IN LINTEL TO FRONT EDGE OF COVER)
SL72 MESHCENTRAL.
300Ø RCP U.N.O.INLET / OULET PIPE.
CENTRAL SUPPORT BRACKET.(FOR 1800 WIDE ONLY)
GUTTER WIDTH AS PER DESIGN.(REFER DETAIL)
FOR W=600, X-FALL=80mmFOR W=680, X-FALL=90mm
(G=300)(G=380)
10/08/11 JAS
MORTAR
1950 Ø TRUNK DRAIN
50
210
SECTION B FOR SIDE ENTRY PITON TRUNK DRAIN
NTS
SL62 MESHCENTRAL
CONSTRUCTIONJOINT
BREAK & FORM450 SQ. HOLE
10/08/11 JAS
PAVEMENT/GROUND LEVEL
CONCRETE COVER WITH LIFTING HOLE
40-65mm AGGREGATE
DEPT
H VA
RIES 1 P
IPE
LENG
TH (2
440m
m)
VARIES - 1050
INLET PIPE- REFER CONTRACTDRAWINGS FOR ALIGNMENT,SIZE AND REDUCED LEVEL
STORMWATER SOAKAGE WELLNTS
MIN.
PERVIOUS SOIL(EG. SAND STRATUM)
SOCKETED CONCRETEDRAINAGE PIPE
10/08/11 JAS
TOPSOIL OR PAVING
10-14mm SCREENINGS
OR AT SCREENINGS/N.S. INTERFACE
300 M
IN.
300 MIN.
SUBSOIL DRAIN DETAILNTS
NOTE:CROWN OF DRAIN TO BE BELOWUNDERSIDE OF SLAB. (WRAP DRAINWITH BIDIM A24 GEOTEXTILE FABRIC)
100mmØ SLOTTED CORRUGATEDPOLYETHYLENE SUBSOIL DRAINLAID ON MIN. 1% GRADE
DAMP PROOF MEMBRANEALONG SIDE MASONRY WALL
GRANULAR FREE DRAININGMATERIAL (SAND OR SIMILAR)
FILTER GEOTEXTILEGEOFABRICS BIDIM A24 ORAPPROVED EQUIVALENT
LAP GEOTEXTILE
FINISHED FLOOR LEVEL
10/08/11 JAS
SL72 MESHCENTRAL (TYP.)
FINISHED SURFACE
C.J. C.J.
TRENCH GRATE SUMPMEDIUM DUTY
1:10
100 150 100
100
DEP
THVA
RIES
150 EVERLEVEL OR APPROVEDEQUIVALENT TRANSVERSE BARMEDIUM DUTY TRENCH GRATING(GALVANISED)
10/08/11 JAS
100 M
INB
0.7 D
300 M
IN.
ED AA
FOUNDATION BEDDING ZONE
HAUNCH ZONE
SIDE ZONE
OVERLAY ZONE
ALTERNATIVE SIDE SLOPE TOSUIT NATURAL STABILITY
MAXIMUM ALLOWABLEWIDTHE (mm)
TRENCH INSTALLATION
HAUNCHDEPTHB (mm)
(0.3 x D mm)
MINIMUMWIDTHA (mm )
NOMINAL EXTERNALDIAMETER
D ( mm )
TYPICAL CONCRETE PIPE BEDDINGSUPPORT BACKFILL
TRENCH INSTALLATIONNTS
1.11.21.31.5
1.61.81.9
110135160180
205255310
300300300300
300450450
300375450525600750900
10/08/11 JAS
1VARIES
500 MIN.
500 M
IN.
TYPICAL RIP RAP DETAILNTS
300 THICK LAYER OF ROCKROCK TO BE Ø150 MIN &Ø300 MAX.
EXCAVATION PROFILE
BIDIM A34 GEOTEXTILE UNDERROCK OR APPROVED SIMILAR
100mm THICK LAYEROF Ø65 BALLAST(PM3)
DRAIN INVERT
RIP RAP DETAILNTS
ROCK TO BE 150Ø MIN. & 300Ø MAX.
COARSE QUARRY WASTECOMPACTED AROUND ROCK
BIDIM A34 GEOTEXTILE UNDERROCK OR APPROVED SIMILAR
10/08/11 JAS
5000
CENT
RELIN
E
BOUN
DARY
EXTEND TENSAR MAT MIN.350mm INTO PAVEMENT.LOCATE AT THESUBBASE/BASE INTERFACE
TENSAR MAT SCOURPROTECTION. COVERWITH 100mm OF TOP SOIL
TWO LAYERS OF 100mmRIVER PEBBLES TO INVERTOF SWALE (FULL LENGTH)
TYPICAL SWALE CROSS SECTION DETAILNTS
900
SLOPE VARIES FORDEPTH OF SWALEREFER PLANS
TURN DOWN MIN. 300mmFOR ANCHORAGE
10/08/11 JAS
CBADMINIMUM VALUES
AD
C
2.5 D 2.5 D
BB
FINISHED SURFACE
ZONE OF INFLUENCEFOR SIDE SUPPORT
TYPICAL TRENCH DETAIL - FLEXIBLE PIPENTS
100
150150150
100
150200300
75
100100150
>75 <150>150 <300>300 <450>450 <900
EMBEDMENT ZONE (BEDDINGSAND COMPACTED TO 95%MODIFIED COMPACTION)
TRENCH FILL (COMPACTEDSELECT FILL)
TRENCH WALL
NOTES:REFER TO CIVIL SPECIFICATION FOR FURTHERREQUIREMENTS
* :- REFER TO SPECIFICATION FOR INSTALLATION DETAILS.
FOUNDATION *
CL
BED ZONE *
REINFORCED CONCRETE PIPE *
OVERLAY ZONE *COMPACTED ORDINARY FILL
HAUNCH ZONE *COMPACTED SELECT FILL
COMPACTED SELECT FILL
BACKFILL
ROCK/SOIL
FINISHED SURFACE
NATURAL GROUND SURFACE
1001
10
300 MIN.
300
VARI
ES
MAXI
MUM
DEPT
H IN
MET
RES
TRENCH WIDTH
TYPICAL TRENCH DETAIL - RIGID PIPENTS
10/08/11 JAS