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





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





NOTES:

10/08/11 JAS

KERB1:10

300





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





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


FSL

5mm LIP ON PAVEMENT

FINISHED PAVEMENT

FINISHED PAVEMENT100

150

100 50

300

300




10/08/11 JAS

R15

FINISHED PAVEMENT


1:10

150

150

100 50


300

FSL

5mm LIP ON PAVEMENTR15


1:10

FINISHED PAVEMENT

150

150

100 50 300

40


FSL

300





10/08/11 JAS

R15


1:10

FINISHED PAVEMENT

R155mm LIP ON PAVEMENT


1:10

FINISHED PAVEMENT

200

200

100 50

100 50 300

25

40

200

200



FSL

FSL

R15

300

300





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



10/08/11 JAS

R75

SL72 MESH


1:10


20mm CHAMFER(TYP.)

150

50

35

450



10/08/11 JAS

R75

SL72 MESH


1:10


20mm CHAMFER(TYP.)

150

50

40

600



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


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


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


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



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



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.


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


300

FSL



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


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)


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



100

125

CONCRETE PAVEMENTMEDIUM DUTY

1:10




150

150

CONCRETE PAVEMENTHEAVY DUTY (TYPE 1)

1:10




200

150

CONCRETE PAVEMENTHEAVY DUTY (TYPE 2)

1:10

CONCRETE 2 LAYERSSL82 MESH 50mmCOVER GRADE N40



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




2510

010

0

HOT MIX AC.10




3515

023

0

HOTMIX PAVEMENTHEAVY DUTY

1:10




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)


10/08/11 JAS

100

SPRAY SEAL PAVEMENT1:10

2 COAT 14/7SPRAY SEAL



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)


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


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


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

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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

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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


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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)

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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


100mm THICK LAYEROF Ø65 BALLAST(PM3)

DRAIN INVERT

RIP RAP DETAILNTS

ROCK TO BE 150Ø MIN. & 300Ø MAX.

COARSE QUARRY WASTECOMPACTED AROUND ROCK


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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

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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

Documents

Building Civil Standard Notes & Details