C: Standard drawings (all drawings) & Pipes Standard Gully Pit With Extended Kerb Inlet 7.1.1...

C: Standard DrawingsCity of Sydney Town Hall House 456 Kent Street Sydney NSW 2000

Details

Version 4: June 2016

Sydney Streets Technical Specifications C. Standard Drawings


Activity Description Drawing No

Kerb & Gutter

Kerb & Gutter Stone Kerb with concrete gutter 1.1.1

Cast in-situ Kerb & Gutter Details 1.1.2

Stone Kerb Profiles – Deep Embedment 1.1.3

Stone Kerb Sections – Deep Embedment 1.1.4

Stone Kerb Profiles – Shallow Embedment 1.1.5

Stone Kerb Sections – Shallow Embedment 1.1.6

Stone Kerb Layback Profiles 1.1.7

Stone Kerb Layback Sections 1.1.8

Stone Kerb for Pedestrian Ramp (Adjacent Garden)

1.1.9

Cycleway Median Strip Profiles and Section 1.1.10

Typical Stone Gutter Detail 1.1.11

Stone Lintel – Granite and Blue Stone 1.1.12

Stone Lintel – Sandstone 1.1.13

Kerb Stormwater Outlets 1.1.14

Edge Detail – Stone Kerb to Rain Garden 1.1.15

Road Restoration Adjacent to Kerb & Gutter Works

1.1.16

Footways

General Footpath Pedestrian Ramps in Relation to Intersections 2.1.1

Typical One Part Pit Cover 2.1.2

Typical Multi Part Pit Cover 2.1.3

Sewer & Stormwater Pit Infill Cover 2.1.4

Service Valve Cover Detail 2.1.5

Service Pit Edge Detail 2.1.6

Structural Soil 2.1.7

Property Ownership Interface Location 2.1.8 Tree Grate and Guard (George Street Pedestrianised Area)

2.1.9

Granite Paving General Arrangement Plan 2.2.1

General Arrangement Plan (Facetted) 2.2.2

Corner Arrangement Plan (Typical) 2.2.3

Junctions 2.2.4

Joints 2.2.5

Pedestrian Ramp (Typical) 2.2.6



Pedestrian Ramp (Pyrmont / Ultimo Special) 2.2.7

Granite Paving (Continued)

Pedestrian Ramp (Adjacent Garden) 2.2.8

Paving Around Light Poles and Smartpoles 2.2.9

Vehicular Crossing 2.2.10

Stormwater Valley Drain 2.2.11

Stainless Steel Grating to Drainage Pit 2.2.12

General Arrangement Plan (George St Pedestrian Zone)

2.2.13

General Arrangement Plan (George St Pedestrian Zone Station)

2.2.14

General Arrangement Plan (George St Pedestrian Zone Intersection)

2.2.15

Paving at Valley drain (George St Pedestrian Zone)

2.2.16

Tree Pit Configurations (George St Pedestrian Zone)

2.2.17

Preferred Tree Pits Arrangement (George St Pedestrian Zone)

2.2.18

Alternative Tree Pit Arrangement (where Structural Cells Not Feasible)

2.2.19

Concrete Unit Paving

General Arrangement Plan 2.3.1

General Arrangement Plan (Facetted) 2.3.2


Junctions 2.3.4

Joints 2.3.5





Stormwater Valley Drain 2.3.10

Stainless Steel Grating to Drainage Pit 2.3.11

Tree Pit Arrangement 2.3.12

Brick Paving General Arrangement Plan 2.4.1


Junctions 2.4.3



Residential Vehicular Crossing 2.4.6

Commercial (Light) Vehicular Crossing 2.4.7

Commercial / Industrial Vehicular Crossing 2.4.8



Asphalt Paving General Arrangement Plan 2.5.1

Typical Sections 2.5.2

Pedestrian Ramp 2.5.3


Residential Vehicular Crossing 2.5.5

Commercial (Light) Vehicular Crossing 2.5.6

Commercial / Industrial Vehicular Crossing 2.5.7

Edge Detail – Grass/Garden 2.5.8

Edge Detail – Tree Bed 2.5.9

Concrete Paving Insitu Concrete Pavement Plan – No Planting on Boundary

2.6.1

Insitu Concrete Pavement Plan – Planting on Boundary

2.6.2

Junctions 2.6.3

Joints 2.6.4

Pedestrian Ramp 2.6.5




TGSI Typical Layout – Top of Ramp Within 3000mm from Building Line

2.7.1

Typical Layout – Top of Ramp Beyond 3000mm from Building Line

2.7.2

Typical Layout – Skewed Building Lines 2.7.3

Materials & Installation Details 2.7.4

Continuous Footpath Treatments

Typical Layout 2.8.1

Roadways

Road Pavements Typical Pavement Details 3.1.1

Trafficable Joints – Plan 3.1.2

Trafficable Joints – Expansion and Contraction Joints

3.1.3

Trafficable Joints – Construction Joint 3.1.4

Edge Detail – Concrete Road to Concrete K&G

3.1.5

Typical Temporary Trench Restoration Details – (Not In Use)

3.1.6



Road Pavements (Continued)

Typical Permanent Trench Restoration – Asphalt & Concrete – (Not In Use)

3.1.7

Typical Permanent Trench Restoration – Paved – (Not In Use)

3.1.8

Stone Sett Pavement 3.1.9

Concrete Unit Pavement 3.1.10

Flush paving pedestrian crossing 3.1.11 Road Intersection Ramps (George St Pedestrian Zone)

3.1.12

PCTC Raised Platform – Asphalt 3.2.1

Raised Platform – Concrete 3.2.2

Raised Platform – Paver In-Fill 3.2.3

Raised Platform – Asphalt with Concrete Ramps

3.2.4

Pavement Restoration

Typical Temporary Trench Restoration Details

3.3.1

Typical Permanent Trench Restoration – Asphalt & Concrete

3.3.2

Typical Permanent Trench Restoration – Paved

3.3.3

Typical Temporary Trench Restoration – Foothpath Pavements

3.3.4

Trafficable Joints – Expansion and Contraction Joints

3.3.10

Furniture – Street

Fixtures Typical Layouts - Fixture Alignments 4.1.1

Seats Seat – Sheet 1 4.2.1

Seat – Sheet 2 4.2.2

Rubbish bins Bin Enclosure 4.3.1

Bollards Anti-Vehicular Bollard - Fixed 4.4.1

Solid Bollard– Removable/Fixed 4.4.2

Heritage 4.4.3

Bubblers Bubbler Installation Detail 4.5.1



Lighting – Street

General Conduits in footway and carriageway 5.1.1

“Rocks” Type Column Including Footings – (Not In Use)

5.1.2

Three Phase Switchbox Details and Schematics (Sheet 1)

5.1.3

Three Phase Switchbox Details and Schematics (Sheet 2)

5.1.4

Conduit Arrangement at Pole Base 5.1.5

General Lighting Pit Arrangement 5.1.6

Single Phase Switchbox Details and Schematics (Sheet 1)

5.1.7

Single Phase Switchbox Details and Schematics (Sheet 2)

5.1.8

Signs – Road Signage and Pavement Markings

Pavement Markings

Car Share Line Marking 6.1.1

Signage Standard Street Name Blades 6.2.1

Sign Post Installation 6.2.2

Tactile/Braille Signage

Materials & Colours 6.3.1

Placement 6.3.2

Drainage – Stormwater

Pits & Pipes Standard Gully Pit With Extended Kerb Inlet 7.1.1

Standard Gully Pit With Stone Inlet 7.1.2

Double Grate/Lintel Pit With Stone Inlet 7.1.3

Standard Extended Gully Pit 7.1.4

Trapped Gully Pit With Extended Kerb Inlet 7.1.5

Trapped Gully Pit with Stone Inlet 7.1.6

Standard Junction Pit 7.1.7

Bandage Joint 7.1.8

Typical Pipe Trench Backfill 7.1.9

Typical Culvert Trench Backfill 7.1.10

Junction Pit with Infill Lid 7.1.11 High Flow CBD inlet Pit (Stone kerb) 7.1.12 Standard Surcharge Pit (Stone kerb) 7.1.13



Pits & Pipes (Continued)

Standard Kerb Inlet Pit At Station 7.1.14 Slotted Inlet Drain Under Seat 7.1.15 Slotted Inlet Drain Under Bicycle Parking Layout

7.1.16

Slotted Inlet Drain Under Bicycle Parking Reinforcement

7.1.17

Boundary Downpipe Rodding Pit 7.1.18 Standard Step Irons 7.1.19

Raingardens Setout Plan – Example Typical Scenario 7.2.1

Lined 7.2.2

Lined – Submerged zone 7.2.3

Unlined 7.2.4

Unlined – Undrained – (Not In Use) 7.2.5

Terrace Raingarden 7.2.5

Dissipation Rocks – (Not In Use) 7.2.6

Raingarden Direct Inflow Weir & Calming Basin Direct Entry

7.2.6

Standard Surcharge Pit 7.2.7

Gutter Bridge Details 7.2.8

Surcharge Inlet Pit – (Not In Use) 7.2.9

Dissipation Rocks Small Kerb Outlets 7.2.9

High End Riser 7.2.10

Gutter Bridge – Inlet Weir and Outlet Dissipation Rocks

7.2.11

Raingarden Inlet Pit Parallel to the Road 7.2.12

Raingarden with Kerbdrain & Standard Drainage Pit as Bypass

7.2.13

Setout Plan with Direct Side Inlet 7.2.14

Swale System – General Arrangement No Drainage in Vicinity

7.2.15

Survey Marks

Permanent Survey Marks

Survey Marks in Carriageway 8.1.1

Survey Marks in Footpath Only 8.1.2

Cover Box in Carriageway – 70mm 8.1.3

Cover Box in Carriageway – 120mm 8.1.4

4015

0

150

450

180/280 CUT ( )

WIDTH TO MATCHEXISTING

200/300 NOM

150 150

JOINT AS PERFOOTWAY SPECIFIED

FOOTWAY AS SPECIFIED

EXISTING STONE KERB(TYP 600mm HIGH)

ROADWAY

150mm THICKCOMPACTED DGB 20

CONCRETE GUTTER

KERBSTONE BEDDING.20MPa ZERO SLUMP

MASS CONCRETE BACKFILL

PRIOR TO KERB STONE BEING CUT CITY'SREPRESENTATIVE TO CONFIRM WIDTH

150

(MIN

)15

0 (M

IN)

R12

NEW STONE KERB

JOINT AS PERFOOTWAY SPECIFIED

150 150

150

(MIN

)

MASS CONCRETEFOOTING - 25MPa

4018

0

150

450

WIDTH TO MATCHEXISTING

200/300 NOM

MASS CONCRETE BACKFILL

MAX. 30mm THICK MORTAR SETTING

150mm THICKCOMPACTED DGB 20

ROADWAY

CONCRETE GUTTER

150

(MIN

)

FOOTWAY AS SPECIFIED

R12

KERB & GUTTER

STONE KERB WITH CONCRETE GUTTER

SECTION 1:10

K & GDwg No.

1.1.1

NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED

Rev CDate 22.06.16Approved P S

NEW STONE

EXISTING STONE

30

2070 160

210

80

10

150

12030

450

190

150

450 45015

0

40

175

1070050

250

338

1 IN 12

150mm THICKCOMPACTED DGB20

COMPACTED SUB-BASE

ROADWAY


COMPACTED SUB-BASE

ROADWAY


COMPACTED SUB-BASE

ROADWAY


COMPACTED SUB-BASE

ROADWAY

ROLL KERB

DISH CROSSING

MOUNTABLE KERB

BARRIER KERB

40

SL82 40mm FROM BASE

NOTES:

1. ALL KERBS TO BE MIN 25MPa CONCRETEUNLESS NOTED OTHERWISE.

2. ALL KERBS TO BE STEEL TROWEL FINISHED.3. ALL EDGES SHALL BE TOOL FINISHED WITH

12mm RAD 50mm WIDE EDGING TOOL.4. EXPANSION JOINTS SHALL BE PLACED AT 6m

INTERVALS.

R30

0

R30

0FOOTPATH

FOOTPATH

FOOTPATH

FOOTPATH

R12

R12R20

R20

R12

R12

R20

R20

R12

SCALE 1:10

K&GDwg No.

1.1.2

KERB & GUTTER

CAST IN-SITU KERB AND GUTTER DETAILS


Rev BDate 22.03.13Approved P S

1200\1350 1200\1350

1500 TYP.

900 TYP.

MIN. 750MAX. 1200

MIN. 750MAX. 1200

STOP CHAMFER ONTAPERING KERB 100mm

FROM INVERT & SCALLOPEND OF CHAMFER

100

A

A C

C

D

A

D

D

B

B

B

A

BARRIER KERB

KERB RAMP WING

KERB RAMP VEHICULAR CROSSING

VEHICULAR CROSSING WING

MOUNTABLE KERB

NOTES

1. FOR KERB RADII OF LESS THAN 7.5m, STONE TO BE CUT TO MATCH ALIGNMENT.USE RADII OF EITHER 750mm, 1m, 3m, 6m OR 7.5m WHERE POSSIBLE.

KERB PROFILE:TYPE K(F) - FULL HEIGHTTYPE K(FR) - FULL HEIGHT/ TO KERB RADIUS (SIMILAR)

KERB PROFILE:TYPE MK(F) - FULL HEIGHT (SHOWN)TYPE M(FR) - FULL HEIGHT/ TO KERB RADIUS (SIMILAR)

KERB PROFILE:TYPE K(KRF) - PEDESTRIAN CHAMFERED TO FALLTYPE K(KRFR) - PEDESTRIAN CHAMFERED TOFALL/TO KERB RADIUS (SIMILAR)

KERB PROFILE:TYPE K(VCF) - CHAMFERED TO FALLTYPE K(KRFR) - CHAMFERED TO FALL/TO KERB RADIUS (SIMILAR)

KERB PROFILE:TYPE K(KR) - PEDESTRIAN CROSSOVER TYPETYPE K(KRR) - PEDESTRIAN CROSSOVER TYPE/TO RADIUS(SIMILAR)

KERB PROFILE:TYPE K(VC) - VEHICULAR CROSSOVER TYPETYPE K(VCR) - VEHICULAR CROSSOVER TYPE/TO RADIUS (SIMILAR)

SCALE 1:20

K&GDwg No.

1.1.3

KERB & GUTTER

STONE KERB PROFILES - DEEP EMBEDMENT



101

101

101

101

200mm WIDE KERB 300mm WIDE KERB

A

B

C

D

A

B

C

D

200

300

150

1515

300

300

150

180

300

150

170

200

150

75

300

200

150

25

200

195

150

15

16

300

205

150

16

15

300

300

150

175

15

15

NOTES:

1. FOR SANDSTONE KERBS, A 25mm BULL NOSE ARRISIS REQUIRED INSTEAD OF CHAMFERED CORNER.

2. ALL CORNERS TO HAVE 1mm ARRIS.

25

SECTION 1:10

KERB & GUTTER

STONE KERB SECTIONS - DEEP EMBEDMENT


K&GDwg No.

1.1.4Rev CDate 21.11.13Approved P S

1200\1350 1200\1350

E

E G

G

BARRIER KERB

KERB PROFILE:TYPE K(F) - FULL HEIGHTTYPE K(FR) - FULL HEIGHT/TO KERB RADIUS (SIMILAR)

KERB PROFILE:TYPE MK(F) - FULL HEIGHT (SHOWN)TYPE MK(FR) - FULL HEIGHT ON KERB RADIUS (SIMILAR)

MOUNTABLE KERB

1500 TYP.

STOP CHAMFER ONTAPERING KERB 100mm

FROM INVERT & SCALLOPEND OF CHAMFER

100

F

E

KERB RAMP WINGS

KERB PROFILE:TYPE K(KRF) - PEDESTRIAN CHAMFERED TO FALLTYPE K(KRFR) - PEDESTRIAN CHAMFERED TO FALL/TO KERBRADIUS (SIMILAR)

MIN. 750MAX. 1200

F

F

KERB RAMP

KERB PROFILE:TYPE K(KR) - PEDESTRIAN CROSSOVER TYPETYPE K(KRR) - PEDESTRIAN CROSSOVER TYPE/TO KERBRADIUS (SIMILAR)

NOTES

1. FOR KERB RADII OF LESS THAN 7.5m, STONE TO BE CUT TO MATCH ALIGNMENT.USE RADII OF EITHER 3m, 6m OR 7.5m WHERE POSSIBLE.

SCALE 1:20

K&GDwg No.

1.1.5

KERB & GUTTER

STONE KERB PROFILES - SHALLOW EMBEDMENT



101

101


E

F

G

E

F

G

15

15

225

200

75

15

15

225

300

75

300

105

7595

200

75

175

225

300

7525

75

225

200

7525

NOTES:

1. SANDSTONE KERBS ARE NOT TO BE USED.2. ALL CORNERS TO HAVE 1mm ARRIS.

SECTION 1:10

K&GDwg No.

1.1.6

KERB & GUTTER

STONE KERB SECTIONS - SHALLOW EMBEDMENT



900450

70

900

450

70

LAYBACK KERB 01 TO CYCLEWAY/EMERGENCY VEHICLE (LK1VC)

K

K

K

J

L

M

M

M

LAYBACK KERB 01 TO CYCLEWAYTRANSITION (LK1VCT)

LAYBACK KERB 02 TO CYCLEWAY/EMERGENCY VEHICLE (LK2VC)

LAYBACK KERB 02 TO CYCLEWAYTRANSITION (LK1VCT)

NOTES:

1. TOP TO HAVE EXFOLIATED FINISH.2. VERTICAL EDGES TO HAVE SAWN FINISH.

SCALE 1:20

K&GDwg No.

1.1.7

KERB & GUTTER

STONE KERB LAYBACK PROFILES



300

300

225

250 50

300

300

50400

300

450

175

450

300

450

15mm CHAMFER

M L

JK

LAYBACK KERB 01 TO CYCLEWAY : LK1VC

LAYBACK KERB TO CYCLEWAY 02: LK2VC

15mm CHAMFER

15mm CHAMFER

15mm CHAMFER

K&GDwg No.

1.1.8

KERB & GUTTER

STONE KERB LAYBACK SECTIONS



SECTION 1:10

200/300900

300

150

A

N

GUTTER LEVEL

100mm RADIUS

101

101


N N 180

300

150

170

200

150

NOTES:

1. FOR SANDSTONE KERBS, A 25mm BULL NOSE ARRISIS REQUIRED INSTEAD OF CHAMFERED CORNER.

2. ALL CORNERS TO HAVE 1mm ARRIS.

KERB BEYOND KERB BEYOND100 200

SECTION 1:10

K&GDwg No.

1.1.9

KERB & GUTTER

STONE KERB LAYBACK PROFILES



SECTION 1:20

400

900

180

180

15mm CHAMFER SHALL BEAPPLIED TO ALL EXPOSEDEDGES IN CASE OF END PIECES

1000 (TYP.)

1000 (TYP.)

1000 (TYP.)

1000 (TYP.)

H H

H

H

H

15mm CHAMFER 15mm CHAMFER

400

300

NOTES:

1. TOP TO HAVE EXFOLIATED FINISH.2. VERTICAL EDGES TO HAVE SAWN FINISH.

H

MEDIAN KERB (MK2)


K & GDwg No.

1.1.10

KERB AND GUTTER

CYCLEWAY MEDIAN STRIP PROFILES AND SECTION


MEDIAN KERB END CHAMFER (MK2EC)

MEDIAN KERB WITH BULLNOSE (MK2BN)

MEDIAN KERB DRIVEWAY CHAMFER (MK2DC)

MEDIAN KERB (MK2)

SCALE 1:20

SECTION 1:10

STONE KERB INSTALLEDAS PER DRAWINGS

FOOTWAY AS SPECIFIED SINGLE OR DOUBLESTONE TO MATCHEXISTING CONDITION

150mm THICK 25MPaCONCRETE FOOTING

30mm THICKMORTAR SETTING

150

150

ROAD SURFACE

SECTION 1:10

K&GDwg No.

1.1.11

KERB & GUTTER

TYPICAL STONE GUTTER DETAIL



1350

300

200200

R80 R80

15090°

NOMINAL KERB LINE (FRONT FACE)

R80 R80

200200

1350

75

75

300

150

R300

NOTE:

1. LINTEL TO BE ONE COMPLETE STONE (IE. NO JOINTS).

TOP OF KERB

INVERT OF GUTTER

CHAMFER (TO MATCH KERBSTONE)

300

SECTION 1:10

K&GDwg No.

1.1.12

KERB & GUTTER

STONE LINTEL (SLK) - GRANITE AND BLUE STONE


ELEVATION 1:10

PLAN 1:10


150

180

75

350

80

1200

150

150 150900

330

150

50

80

NOTE:

1. LINTEL TO BE ONE COMPLETE STONE (IE. NO JOINTS)

R25

NOMINAL KERB LINE (FRONT FACE)

TOP OF KERB

INVERT OF GUTTER

R300

SECTION 1:10

K&GDwg No.

1.1.13

KERB & GUTTER

STONE LINTEL (SLK) - SANDSTONE


ELEVATION 1:10

PLAN 1:10


FROM END OF JOINT

SLOT IN KERB, TYP. 150x100mmGALV. RHS - 5mm THICK

TOP OF KERB

INVERT OF GUTTER

END OF PIPE CONNECTINGINTO KERB

FOOTPATH AS SPECIFIED

STONE KERB

GUTTER ROAD

CUTOUT TO SUITSTORM WATER PIPE

STORMWATER DRAINAGE LINE GALVSTEEL RHS DISCHARGE PIPE

MASS CONCRETE AROUNDCONNECTION - MIN 100mm THICK

END OF PIPE CONNECTINGINTO KERB


CONCRETE KERB

GUTTER ROAD

CAST IN-SITU BLOCKOUT TOSUIT STORM WATER PIPE

STORMWATER DRAINAGE LINEGALV STEEL RHS DISCHARGE PIPE

MASS CONCRETE AROUNDCONNECTION - MIN 100mm THICK

30

50 min

30

50 min

150 min 150 min

MIN 300 BETWEENCENTRES OF OUTLETS

LINE OF GUTTER

STONE KERB SECTION

ELEVATION

CONCRETE KERB SECTION

K&GDwg No.

1.1.14

KERB & GUTTER

KERB STORMWATER OUTLETS



SCALE 1:10

150150

180

40

450WIDTH TO MATCHEXISTING (200/300 NOM)

150

MA

X

150

150

MIN

FOR RAIN GARDENDETAILS REFER TO RAIN

GARDEN DRAWING


CONCRETE GUTTER

NEW STONE KERB

2 x N12 LONGITUDINAL

ROADWAY

30mm THICKMORTAR SETTING

NOTE:

1. DEEP EMBEDMENT KERB ONLY TO BE USED.

MASS 25MPa CONCRETE FOOTINGN12 @ 400mm CENTRES

CONCRETE EDGE TO BECOVERED WITH MULCH

BACK OF KERBTO BE FINISHED

SCABBLE JOINT

SECTION 1:10

K&GDwg No.

1.1.15

KERB & GUTTER

EDGE DETAIL - STONE KERB TO RAIN GARDEN



MATCH EXISTINGBASE DEPTH

EXISTING WEARINGCOURSE

EXISTING 'FLEXIBLE'ROAD BASE.

EXISTING ROADBASECOURSE

NEW AC BACKFILL

SAWCUT ROAD

NEW KERB (TYPE AS SPECIFIED)

EXISTING WEARINGCOURSE.

EXISTING CONCRETEROAD BASE

EXISTING ROADBASE COURSE

SAWCUT EXISTINGCONCRETE BASEALONG EDGE OF NEWGUTTER

SAWCUT ROAD

NEW KERB (TYPE AS SPECIFIED)

EXISTING ROADSUB-BASECOURSE

600

400 200

NEW AC WEARING COURSE40mm THICK AC14

RIGID PAVEMENT RESTORATION

FLEXIBLE PAVEMENT RESTORATION

NEW AC WEARING COURSE40mm THICK AC14

SECTION 1:10

K&GDwg No.

1.1.16

KERB & GUTTERROAD RESTORATION ADJACENT TO KERB/GUTTER WORKS



SERVICE PITS NOT TOBE LOCATED IN RAMPSWHERE POSSIBLE

PEDESTRIAN RAMP TOBE ORIENTATED WITHTHE OPPOSITE RAMP

RAMPS TO BE ALIGNEDWITH BUILDING/PROPERTY

LINE WHERE POSSIBLE

PEDESTRIAN RAMPSCONSTRUCTED AS PER

RELEVANT MATERIAL

BUILDING/BOUNDARY

600 min

RAMPS NOT TO BECOMBINED INTOSINGLE RAMP

PLAN1:200

FOOTWAYSDwg No.

2.1.1

GENERAL FOOTPATH

PEDESTRIAN RAMPS IN RELATION TO INTERSECTIONS


Rev DDate 16.03.16Approved P S

NOTE:1. FOR SIGNALISED INTERSECTION TYPE AND LOCATION OF THE POLES, DIRECTION OF THE PEDESTRIAN

CROSSING AND RAMPS SHALL BE APPROVED BY CITY OF SYDNEY TRAFFIC OPERATION TEAM PRIOR TOANY CHANGES. CONSULTATION AND OBTAINING APPROVAL FROM RMS ALSO MAY BE REQUIRED.

2. FOR ANY PEDESTRIAN CROSSING AT THE INTERSECTION SITE SPECIFIC LIGHTING DESIGN SHALL BEPREPARED AND APPROVAL SHALL BE OBTAINED FROM CITY OF SYDNEY'S TECHNICAL SERVICES.

10mm SEALANT JOINT WITH BACKING RODAROUND PERIMETER OF METAL FRAME.

COLOUR : BLACK

30mm THICK PAVING TO BE FIXED TO BOTTOM AND SIDES OFMETAL LID AS PER NOTES. SURFACE OF PIT LID PAVING AND TOPEDGE OF PIT LID FRAME TO ALIGN WITH ADJACENT PAVERS.

SERVICE AUTHORITY APPROVED DUCTILE IRONFRAME AND LID. INSTALL IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS

CONCRETE SLABTO ENG. DETAILS

EXISTING PIT WALLS

IF REQUIRED EXTEND WALLS WITH NEWCONCRETE TO ENGINEER'S DETAILS TO RAISE

TOP OF PIT TO SUIT NEW PAVING LEVEL

10mm SEALANT JOINT WITHBACKING ROD TO PERIMETER OF

METAL FRAME COLOUR : BLACK

REALIGN NEW PIT COVER TO MATCH NEW PAVINGPATTERN (BY INCREASING PIT LID SIZE).MAXIMUM REALIGNMENT TO BE 10 DEG.

CUT PAVERS TO FIT INTO METAL PIT LIDTO CONTINUE PATTERN OF SURROUNDINGPAVING. LOCATION OF PIT COVER INRELATION TO PAVING PATTERN VARIES

DUMMY CUT INFILL PAVERS AT EDGES OF LID TOAVOID DISLODGEMENT OF SMALL PIECES (MAX 3 WIDEx 3 DEEP CUT) CONTINUE PAVING JOINTS ACROSS THECOVER REGARDLESS OF ITS ORIENTATION

NOTES:

1. OBTAIN APPROVAL FROM AUTHORITY FOR COVER REALIGNMENT.2. CLEAN PIT LID WITH WIRE BRUSH AND THEN WITH SOFT BRUSH TO

REMOVE RUST FROM LID.3. MOISTEN PAVER AND LID TO AID HYDRATION OF MORTAR MIX.4. USE CEMENT MORTAR WITH FORTIFYING COMPOUND (ARDEX OR

APPROVED EQUIVALENT) AS JOINTING MATERIAL.5. USE A RICHER MIX eg. 1:1 CEMENT:SAND THINNER (2-5mm) JOINTS

AND 1:2.5 CEMENT:SAND MIX FOR THICKER (12-15mm) JOINT.6. PIT LID INFILLS TO HAVE APPROX. 3mm GAP ON SIDES SO AS TO NOT

TOUCH THE LID.7. GAPS ON SIDES SHOULD BE GROUTED WITH RICH CEMENT SAND

MIX WITH FORTIFYING COMPOUND.8. TO ENSURE THE SERVICE PIT IS STILL ACCESSIBLE AND FIT FOR USE

THE RELEVANT AUTHORITY IS TO PROVIDE SIGN OFF / APPROVAL.

EQ EQ

SECTION 1:10

FOOTWAYSDwg No.

2.1.2

GENERAL FOOTPATH

TYPICAL ONE PART PIT COVER


PLAN 1:50


EXISTING SERVICES PIT

STAINLESS STEEL EXTENSION STRIPSTO EDGE OF LID AND FRAME(38mm PROJECTION HEIGHT)

DUMMY JOINT TO MAINTAIN PAVING PATTERN

30mm THICK PAVING ON MORTARBED AS INFILL TO PIT COVER

10mm SEALANT JOINTWITH BACKING ROD.

COLOUR : BLACK

FORM SET DOWN IN CONCRETESLAB FOR FRAME OF PIT COVER.

BED PIT COVER IN MORTAR

NOTES:

1. IF REQUIRED EXTEND WALLS WITH NEW CONCRETE TO ENGINEER'SDETAILS TO RAISE TOP OF PIT TO SUIT NEW PAVING LEVEL

2. CLEAN PIT LID WITH WIRE BRUSH AND THEN WITH SOFT BRUSH TOREMOVE RUST FROM LID.

3. MOISTEN PAVER AND LID TO AID HYDRATION OF MORTAR MIX4. USE CEMENT MORTAR WITH FORTIFYING COMPOUND (ARDEX OR

APPROVED EQUIVALENT) AS JOINTING MATERIAL5. USE A RICHER MIX eg. 1:1 CEMENT:SAND THINNER (2-5mm) JOINTS

AND 1:2.5 CEMENT:SAND MIX FOR THICKER (12-15mm) JOINTS6. PIT LID INFILLS TO HAVE APPROX. 3mm GAP ON SIDES SO AS TO

NOT TOUCH THE LID7. GAPS ON SIDES SHOULD BE GROUTED WITH RICH CEMENT SAND

MIX WITH FORTIFYING COMPOUND.

75

STAINLESS STEEL EXTENSION PIECES TOEDGES OF LID AND FRAME TO ALIGN WITHTOP OF ADJACENT PAVERS

BEAM BELOW

CUT PAVERS TO FIT INTO METALPIT LID TO CONTINUE PATTERNOF SURROUNDING PAVING. LOCATIONOF PIT COVER IN RELATION TOPAVING PATTERN VARIES

KEYHOLES WITH STAINLESSSTEEL EXTENSION PIECES

REALIGN EXISTING PIT COVER TOMATCH NEW PAVING PATTERN.MAXIMUM REALIGNMENT TO BE 5 DEG.

DUMMY CUT INFILL PAVERSAT EDGES OF LID TO AVOIDDISLODGEMENT OF SMALL

PIECES

LINE OF SETDOWN INCONCRETE SLAB BELOW

NEW METAL PIT COVER ANDFRAME WITH PAVING INFILL.

NUMBER OF LID PANELSVARIES.

NOTES:

1. OBTAIN APPROVAL FROM AUTHORITY FORCOVER REALIGNMENT.

2. TO ENSURE THE SERVICE PIT IS STILLACCESSIBLE AND FIT FOR USE THE RELEVANTAUTHORITY IS TO PROVIDE SIGN OFF / APPROVAL

SECTION 1:5

FOOTWAYSDwg No.

2.1.3

GENERAL FOOTPATH

TYPICAL MULTI PART PIT COVER


PLAN 1:20


EXISTING SERVICES\ PIT

NOTE:

1. TO ENSURE THE SERVICE PIT IS STILL ACCESSIBLE AND FIT FOR USE THERELEVANT AUTHORITY IS TO PROVIDE SIGN OFF / APPROVAL

EACH INFILL TO BE ASINGLE STONE PIECE

IF REQUIRED EXTEND PIT WALLS WITHNEW CONCRETE OR TRIM TO ENG.DETAILS TO RAISE OR LOWER TOP OFPIT TO SUIT NEW PAVING LEVEL

PAVING TO BE FIXED TO BOTTOM ANDSIDES OF METAL LID AS PER NOTES

CAST IRON ACCESS COVER & FRAMESURFACE OF PIT LID PAVING ANDTOP EDGE OF PIT LID FRAME TOALIGN WITH ADJACENT PAVERS

10mm SEALANT JOINTWITH BACKNG ROD.

COLOUR : BLACK

NOTE:

1. CLEAN PIT LID WITH BRUSH AND THEN SOFT BRUSH TO CLEAR RUST FROM LID2. MOISTEN PAVER AND LID TO AID HYDRATION OF MORTAR MIX3. USE CEMENT MORTAR WITH FORTIFYING COMPOUND (ARDEX OR APPROVED EQUIVALENT)

AS JOINTING MATERIALS4. USE A RICHER MIX eg: 1:1 CEMENT:SAND FOR THINNER (3-5mm) JOINTS AND 1:2.5

CEMENT:SAND MIX FOR THICKER (12-15mm) JOINTS5. PIT LID INFILLS TO HAVE APPROX. 3mm GAP ON SIDES SO AS NOT TO TOUCH THE LID6. GAPS ON SIDES SHOULD BE GROUTED WITH RICH CEMENT SAND MIX WITH FORTIFYING

COMPOUND.

SECTION 1:10

FOOTWAYSDwg No.

2.1.4

GENERAL FOOTPATH

SEWER & STORMWATER PIT INFILL COVER


PLAN 1:10


CAST IRON TO REQUIREMENTSOF RELEVANT AUTHORITY

FOOTPATH TO BE LAIDUP TO EDGE OF COVER

MIN 150mm THICK MASSCONCRETE BASE AROUND

VALVE COVER FRAMECOVER SET IN PLACEUSING MORTAR

FOOTPATH IN ACCORDANCE WITHRELEVANT FOOTPATH DETAIL

NOTE:

1. TO ENSURE THE SERVICE VALVE IS STILL ACCESSIBLE, THE RELEVANTAUTHORITY IS TO PROVIDE SIGN OFF / APPROVAL

2. FOR FIRE FIGHTING OPERATIONS, SERVICE VALVE COVERS ARE TO BEREINSTATED IN ACCORDANCE WITH THE WATER SUPPLY CODE OFAUSTRALIA WSA 03-2002-2.2 SYDNEY WATER EDITION VERSION, ANDSPECIFICALLY DRAWINGS WAT-1305-V AND WAT-1306-V. ON COMPLETION THENSWFB ZONE COMMANDERS EAST ONE (TEL: 0419 993 065) SHOULD BECONTACTED TO ARRANGE TESTING TO ENSURE COMPLIANCE. TYPICALLY,THE CBD HAS SCREW HYDRANTS WHILST OUTSIDE CBD, SPRING HYDRANTSARE USED.

3. WHERE PIT LID IS GREATER THAN 300mm IN ANY DIRECTION, AN INFILL LID ISTO BE USED.

SECTION 1:5

FOOTWAYSDwg No.

2.1.5

GENERAL FOOTPATH

SERVICE VALVE COVER DETAIL



VA

RIE

S

VARIES

VARIES

SERVICE PIT

100mm DEEP SELF EXPANDING JOINTFILLER IN CASE OF SURROUNDING AREA

BEING INFLEXIBLE PAVEMENT (egCONCRETE)

FOOTPATH / ROAD AREA

SELF EXPANDING JOINT FILLERTO DEPTH OF RIGID PAVEMENT

RIGID PAVEMENT

FLEXIBLE PAVEMENT

RIGID PAVEMENT ELEVATION

FLEXIBLE PAVEMENT ELEVATION

TYPICAL PLAN

VA

RIE

SV

AR

IES

VARIES

SCALE 1:20

FOOTWAYSDwg No.

2.1.6

GENERAL FOOTPATH

SERVICE PIT EDGE DETAIL



FOOTPATH

STRUCTURAL SOIL (REFER TO CITY OFSYDNEY STREET TREE MASTER PLAN)

100mm THICK COMPACTEDDGB20 BASE

TREE

AG-DRAIN 900

1500

600

SOIL MIX (REFER TO CITY OF SYDNEYSTREET TREE MASTER PLAN)

KERB

GUTTER

900 TYP

2000

900

TYP 15

00

EXTENT OF STRUCTURAL SOIL

TREE

GUTTER

KERB

ROAD

2000

SECTION 1:20

FOOTWAYSDwg No.

2.1.7

GENERAL FOOTPATH

STRUCTURAL SOIL



PLAN 1:50

JUNCTION ALONG PROPERTY BOUNDARY

PAVER30mm THICK MORTARBED MAXIMUM 90x50x3 S/S ANGLE

M8 ANCHOR BOLTSAT 500mm SPACING

REINFORCEDCONCRETE BASE

FOOTPATHAS SPECIFIED

PROPERTY/EASEMENTROAD/FOOTWAY

BOUNDARY

FOOTWAYSDwg No.

2.1.8

GENERAL FOOTPATHPROPERTY OWNERSHIP INTERFACE LOCATION


Rev ADate 19.11.13Approved P S

SECTION 1:5

BUILDING/PROPERTY LINE

EJEJ CJ CJ

REFER TO 2.2.4 FOR BUILDING & BACKOF KERB JUNCTION DETAILS

1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6

1 MODULE

(8 COURSES)

MAKE UP ZONESHOWN HATCHED

FACE OF KERB

TREE PLANTING (REFER TOSTREET TREE MASTER PLAN )

EJ & CJREFER TO 2.2.5

SMARTPOLE

REFER TO POLE DETAIL FOR JOINTMATERIAL AND SPECIFICATION

STONE SIZES:

TYPE A: 900 x 450 x 50mmTYPE B: 600 x 450 x 50mmTYPE C: 450 x 450 x 50mmTYPE D: 300 x 450 x 50mm

CJ: CONTRACTION JOINTEJ: EXPANSION JOINT

GU

TTE

R

AAAA

B DDDD BBB

BAAAA

DBBBB DDDD

C

B

D

C

KE

RB

CJ

C

BU

ILD

ING

PR

OP

ER

TY L

INE

AAA

AAAA

B DDDD BBB

BDDD BBBD

B DDD B

BAA

C

AAAA

BDD B

AA

NOTE:

1. MAINTAIN PAVER BAND WIDTH OF 450mm EXCEPT WHERE REQUIRED TOADJUST PAVERS TO SUIT SITE CONDITIONS, THEN MIN 400mm BAND WIDTHOVER MIN 5 COURSES IS ACCEPTABLE.

2. 1-3mm GAP REQUIRED BETWEEN PAVERS.3. 60MM THICK PAVERS WILL BE REQUIRED IN DISTINCTIVE PLACES AS

SPECIFIED (REFER TO FOOTWAYS SPECIFIACTION FOR FURTHER DETAILS)

56

12

34

78

67

8

EJ

EJ

EJ

A

8 C

OU

RS

ES

@ 4

50 W

IDE

1 M

OD

ULE

CLOSURE UNITS AGAINST BUILDING/ PROPERTY LINE VARY IN LENGTH

AS DETERMINED BY PATTERN.MINIMUM UNIT LENGTH OF 300mm.

NON-STANDARD CUT PAVERS

TYPICAL PAVING MODULE 1:50

FOOTWAYSDwg No.

2.2.1

GRANITE PAVING

GENERAL ARRANGEMENT PLAN


PLAN 1:100



1 MODULE

(8 COURSES)1 MODULE

(8 COURSES)1 MODULE

(8 COURSES)1 MODULE

(8 COURSES) REFER TO POLE DETAILFOR JOINT MATERIALAND SPECIFICATIONFACE OF KERB

TREE PLANTING (REFER TOSTREET TREE MASTER PLAN )



FACETTED ZONESHOWN HATCHED

GU

TTE

R

KE

RB

BU

ILD

ING

PR

OP

ER

TY L

INE

8 C

OU

RS

ES

@ 4

50 W

IDE

1 M

OD

ULE

NOTE:

1. 1-3mm GAP REQUIRED BETWEEN PAVERS.2. 60MM THICK PAVERS WILL BE REQUIRED IN DISTINCTIVE PLACES AS SPECIFIED

(REFER TO FOOTWAYS SPECIFIACTION FOR FURTHER DETAILS)

FACETTED ZONE SHOWN HATCHED.MAINTAIN MINIMUM BAND WIDTH

400mm AT LOCATIONS INDICATED.

CLOSURE UNITS AGAINST BUILDING/PROPERTY LINE VARY IN LENGTH AS

DETERMINED BY PATTERN. MINIMUMUNIT LENGTH OF 300mm


STONE SIZES:


CJ: CONTRACTION JOINTEJ: EXPANSION JOINTGP: GRANITE PAVINGGP(F): GRANITE PAVING FACETTED

GP

(F)

SET OUT PAVERS AT 90°FROM FACE OF KERB


FOOTWAYSDwg No.

2.2.2

GRANITE PAVING

GENERAL ARRANGEMENT PLAN (FACETTED)


PLAN 1:100




FACE OF KERB



PAVING PATTERN TO CONTINUE ASCLOSE TO MAKE UP ZONE AS POSSIBLE


MIN UNIT LENGTHTO BE 300mm INMAKE UP ZONE

FOR NON 90° INTERSECTIONS - PAVERS INMAKE UP ZONE ARE TO BE CUT TOACCOMMODATE THE INTERSECTION ANGLE

ALIGN KERB RAMPS TO SUIT LINES OFPEDESTRIAN TRAVEL ANDPEDESTRIAN CROSSINGS, REFER TODETAIL FOR DIMENSION AND DETAILS

PLAN 1:100

FOOTWAYSDwg No.

2.2.3

GRANITE PAVING

CORNER ARRANGEMENT PLAN (TYPICAL)



110mm THICK 32MPaCONCRETE SLAB

APPROVED SELF EXPANDINGJOINT FILLER

KERB

GUTTER

POLYURETHANE SEALANTSMOOTH AND RECESSED




BUILDING / PROPERTY LINE PAVER

30mm THICK MORTARBED MAXIMUM

COMPACTED SUB-BASE CBR4



RESTORE EXISTING PAVEMENTTO MATCH NEW LEVELS

JUNCTION WITH BUILDING

JUNCTION WITH BACK OF KERB

JUNCTION WITH EXISTING PAVEMENT

10

15

1015

10

15

AS SPECIFIED IN CONSTRUCTIONDOCUMENT (600 TYP)




EXISTING PAVEMENTSURFACE

SAWCUT(UNLESS PAVING)

PAVER30mm THICK MORTARBED MAXIMUM

PAVER30mm THICK MORTARBED MAXIMUM

SL72 40mm COVER

SL72 40mm COVER

SL72 40mm COVER

SECTION 1:5

FOOTWAYSDwg No.

2.2.4

GRANITE PAVING

JUNCTIONS



COMPACTEDSUB-BASE CBR4



3mm SAW CUT TO ONETHIRD OF SLAB THICKNESS

1-3mm GAP TO BE LEFTBETWEEN PAVERS

PAVER

APPROVED 10mm SELFEXPANDING JOINT FILLER





PAVER

SL72 40mm COVER

SL72 40mm COVER

DOWEL JOINT, 400mm LONGN16 @ 500mm CENTRES

SCALE 1:5

FOOTWAYSDwg No.

2.2.5

GRANITE PAVING

JOINTS


CONTRACTION JOINT

EXPANSION JOINT


K(F) KERB K(F) KERB K(KRF) KERB K(KR) KERB K(F) KERBK(KRF) KERB

MAINTAIN MIN DISTANCE OF 1200mm FROMTOP OF RAMP TO ANY OBSTRUCTION

MIN 1350 MIN 2000 AT SHARED PATHS

90°

KERB TYPES:

TYPE K(F): FULL HEIGHTTYPE K(KRF): PEDESTRIAN CHAMFERED TO FALLTYPE K(KR): PEDESTRIAN CROSSOVER

CLOSURE UNITS VARY INLENGTH AS DETERMINED BYRAMP SETOUT. MINIMUM UNITLENGTH OF 300mm.

FACE OF KERB

45° 45°

1 MAX.8

TOP

OF

RA

MP

GRANITE PAVING


TOP OF FOOTPATH BEYOND

TYP 1500 450

200-300

GUTTER

KERBROAD SURFACE

REFER TO JUNCTION DETAILS

SL72 40mm COVER

TO MATCH ADJACENTSTONE DIMENSION

110mm THICK 32MPaCONCRETE BASE

CUT PAVERS TOFORM MITRE JOINT

SECTION 1:20

FOOTWAYSDwg No.

2.2.6

GRANITE PAVING

PEDESTRIAN RAMP (TYPICAL)


PLAN 1:50


DROP KERBDROP KERB

450

300mm STONE TRIM TYP.

300

NO

M

NOTE: 750mm MIN. WHERE RESTRICTED BY SITECONDITION (TO AUTHORITY APPROVAL)

GRANITE PAVING TYP: 600mm X 450mm,STRETCHER BOND, SETOUT FROM KERB(TYPICALLY AUSTRAL OR VERDE).

45° 45°

MIN 1350 MIN 2000 AT SHARED PATHS

81 MAX.

FALL

TOP

OF

RA

MP

300

STONETRIM

TYP 1500

200-300

NOTE:

1. ONLY TO BE USED IN COUNCIL APPROVED LOCATIONS.

50mm GRANITE PAVING

GUTTERKERBREFER TO JUNCTION DETAILS


FOOTPATH

STONE TRIM


SL72 40mm COVER


R12-500 , 150 LONG STAINLESSSTEEL STUDS EPOXY INTO STONE

50mm BLINDINGCONCRETE

SECTION 1:20

FOOTWAYSDwg No.

2.2.7

GRANITE PAVING

PEDESTRIAN RAMP (PYRMONT / ULTIMO SPECIAL)


PLAN 1:50


GRANITE PAVEDKERB RAMP

1500

KERB

FALL

GARDENGARDEN

1800

EDG

E KE

RB

EDG

E KE

RB

100mm FILLET

100mm FILLET

BACK OF KERB

FRONT OF KERB

GUTTER LIP

BACK OF KERB

FRONT OF KERB

GUTTER LIP

FOR STONE KERBDETAILS REFER TO

STONE KERB SECTION

SHARP TRANSITION

XX

1 MAX.

8FALL

1500

150-300 TO

MATCH ADJACENT

ROADGUTTERKERB

KERB BEYOND

GRANITE PAVING


SL72 40mm COVER110mm THICK 32MPaCONCRETE BASE

FOR JOINT DETAILSREFER BELOW

R12-500 , 150 LONG STAINLESSSTEEL STUDS EPOXY INTO STONE

50mm BLINDINGCONCRETE

GRANITE PAVERS TOBE CUT TO SUIT

ANGLE OF KERB RAMP

GRANITE PAVERS TOBE CUT TO SUITANGLE OF KERB RAMP

FOOTPATH KERB RAMP

DETAIL 1:5

FOOTWAYSDwg No.

2.2.8

GRANITE PAVING

PEDESTRIAN RAMP (ADJACENT GARDEN)


PLAN 1:20


SECTION X-X 1:20

KE

RB

GU

TTE

R

POWER POLE ORSMART POLE

125mm THICK COMPACTEDDGB20 BASECOMPACTED SUBBASE - CBR4


30mm THICK MORTAR BED

STONE PAVING

POLYURETHANE SEALENTSMOOTH AND RECESSED

GUTTER

KERBMIN

200

VARIES

MIN 200

MIN

200

MIN

200

VARIES

VARIES TO SUIT

PAVING PATTERN

VA

RIE

S T

O S

UIT

PA

VIN

G P

ATT

ER

N

SAWCUT PAVING TO SUITBLOCKOUT MIN 300mm LONG

GRANITE FOOTPATH PAVING

DUMMY CUT PAVERS TO SUITPATTERN IF LESS THAN 300mmLONG (MAX 3 WIDE x 3 DEEP)

SAWCUT PAVING TOMATCH EDGE OF POLE

600 MIN (MIN 1000FOR TRAFFIC SIGNALS)


ELEVATION 1:20

FOOTWAYSDwg No.

2.2.9

GRANITE PAVING

PAVING AROUND LIGHT POLES AND SMART POLES


PLAN 1:20


1200200-300

450


ROAD SURFACE

GUTTER

KERB

DRIVEWAY BASE SLAB (32MPa)

50mm THICK STONE PAVING

30mm MORTAR BED MAXIMUM

TOP

OF

RA

MP 15mm CHAMFERED LIP (AT 45°). LIP CAN BE

OMITTED WHEN DRIVEWAY IS ADJACENTTO CYCLEWAYS.

SL82 MIN 50mm COVER

DRIVEWAY SPECIFICATIONS

DRIVEWAY USECONCRETESTRENGTH

THICKNESS REINFORCEMENT

SINGLERESIDENTIAL

32MPa 150mm SL82

MULTIRESIDENTIAL

32MPa 200mm SL82

COMMERCIAL/INDUSTRIAL

32MPa 250mm TWO LAYERS SL82


NOTE:

1. 60MM THICK PAVERS WILL BE REQUIRED IN DISTINCTIVE PLACES AS SPECIFIED(REFER TO FOOTWAYS SPECIFICATION FOR FURTHER DETAILS)

N12-300 'Z' BARS

DGB20 WITH 8% CEMENTCOMPACTED TO MINIMUM 98% MMD

TO M

ATC

HD

RIV

EW

AY

15mm EPOXY MODIFIED SAND/CEMENT MORTAR

LAYBACK TO BE AS SHORT ASPOSSIBLE ON NARROW FOOTPATHS

CONSTRUCTION JOINT

KERB PROFILES

TYPE K(F): FULL HEIGHTTYPE K(VCF): VEHICULAR CHAMFERED TO FALLTYPE K(VC): VEHICULAR CROSSOVER

K(F) K(VCF) K(VC) K(VC) K(VCF) K(F)

CLOSURE UNITS VARY IN LENGTHAS DETERMINED BY RAMP SETOUT.MINIMUM UNIT LENGTH OF 300mm APPLIES.

900 2700 MAX SINGLE

5400 MAX DOUBLE

900

NOTES:

1. ALIGN CENTRE OF DRIVEWAY WITH ENTRY.2. DRIVEWAY TO BE GENERALLY PERPENDICULAR TO KERB LINE UNLESS APPROVED

OTHERWISE.3. FOR NARROW FOOTPATHS, LENGTH OF RAMP TO BE REDUCED TO 900mm.

SECTION1:20

FOOTWAYSDwg No.

2.2.10

GRANITE PAVING

VEHICULAR CROSSING


PLAN1:50


FALL 1-2.5%CROSS FALL

PIT LOCATION MINIMUM PIT AND GRATE CLASS

FOOTWAY C (PEDESTRIAN SAFE)

ROADWAY D (CYCLE SAFE)

DRIVEWAY D (PEDESTRIAN SAFE)

50

30

450

REFER TO STANDARD DRAINAGEDRAWINGS FOR PIT DETAILS

PIT STRUCTURE

STONE PAVING ON 30mmTHICK MORTAR BED

450mm SQUARE FOOTPATH GRATEDDRAINAGE PIT WITH S/S GRATING

(REFER TO TABLE BELOW)

BU

ILD

ING

PR

OP

ER

TY L

INE

NOTES:

1. ALIGN 450mm SQUARE PIT FRAME TO PAVEMENTBANDING & TO PAVING MODULES AS SHOWN.

2. DETAIL NOT TO BE USED WITHOUT SITE SPECIFICAPPROVAL FROM COUNCIL.

FALL FALL

FALL FALL

KE

RB

GU

TTE

R

STORMWATER DRAINAGELINE UNDER PAVING

VALLEY DRAIN TO TRANSITIONOVER 900mm TO MATCH FLUSH

WITH GRATED DRAINAGE PIT

TYPICAL 450mm SQUARE FOOTPATHGRATED DRAINAGE PIT WITH S/S

GRATING ALIGNED TO DIRECTIONOF WATER FLOW

CLOSURE UNITS TO VALLEY DRAINVARY IN LENGTH AS DETERMINED

BY PATTERN. MINIMUM UNITLENGTH OF 300mm

SECTION 1:10

FOOTWAYSDwg No.

2.2.11

GRANITE PAVING

STORMWATER VALLEY DRAIN


PLAN 1:50


STONE PAVING ON 30mm THICK MORTAR BED MAXIMUM

75 x 50 x 5mm ANGLE FRAME

75 x 50 x 5mm S/S CONCRETE TIE WELDEDTO FRAME. BOLT TO CONCRETE SLAB.

PAVING SLAB

EXISTING OR NEW PIT WALL. MINIMUM OPENINGAS REQUIRED BY SERVICE AUTHORITY.

S/S GRATED DRAIN.LOCK DOWN, NON-SLIP.


FOOTWAY C (PEDESTRIAN SAFE)


DRIVEWAY D (PEDESTRIAN SAFE)

450

450

TYPICAL 450mm SQ FOOTPATH GRATEDDRAINAGE PIT WITH S/S GRATING

PIT WALL UNDER SHOWN DASHED

KERB

ALIGN GRATE AND FRAME TOCENTRE OF PAVEMENT BAND

SECTION 1:5

FOOTWAYSDwg No.

2.2.12

GRANITE PAVING

STAINLESS STEEL GRATING TO DRAINAGE PIT


PLAN 1:20


AA

AA

BD

DD

DB

BB

BA

AA

A

DB

BB

BD

DD

D

C

B

DC

CJ

C

BUILDING PROPERTY LINE

AA

A

AA

AA

BD

DD

DB

BB

BD

DD

BB

BD

BD

DD

B

BA

A

C

AA

AA

BD

DB

AA

56

1 2 3 4 7 86 7 8

EJ

A

AA

BD

BA

DB

BD

C

B

DC

CJ

C

A

B

BD

BD

BA

C

AA

EJ

A

D

STONE SIZES:



DISH/VALLEY

NOTE:

1. MAINTAIN PAVER BAND WIDTH OF 450mm EXCEPT WHERE REQUIRED TO ADJUSTPAVERS TO SUIT SITE CONDITIONS, THEN MIN 400mm BAND WIDTH OVER MIN 5COURSES IS ACCEPTABLE.

2. 1-3mm GAP REQUIRED BETWEEN PAVERS.3. FOOTWAY STONE SETTS TO COMPLY WITH THE FOLLOWING

3.1. NATURAL STONE MATERIAL3.2. TO BE SIZED TO FIT WITHIN 450mm WIDE PAVER BAND3.3. LAYED ON 200mm THICK 32Mpa REINFORCED (2 LAYERS of SL82) CONCRETE BASE3.4. DESIGNED FOR HEAVY VEHICLE LOADS3.5. MEET SLIP RESISTANCE OF MINIMUM 'W' AS PER HB197


8 COURSES @ 450 WIDE

1 MODULE

GRANITE PAVINGREFER TO 2.2.1

REFER TO 2.2.16

GR

AN

ITE

PA

VIN

GFO

OTW

AY

SE

TTS

PA

VIN

G

COLOURS ANDPATTERN TO MATCHPAVING PLAN

POLISHED STAINLESSSTEEL MARKERS(800x50x10) ASREQUIRED

CLOSURE UNITS VARY IN LENGTHAS DETERMINED BY PATTERN.MINIMUM UNIT LENGTH OF 300mm.NON-STANDARD CUT PAVERS

PLAN 1:50

FOOTWAYSDwg No.

2.2.13

GRANITE PAVINGGENERAL ARRANGEMENT PLAN(GEORGE ST PEDESTRIAN ZONE)



AA

AA

BD

DD

DB

BB

BA

AA

A

DB

BB

BD

DD

D

C

B

DC

CJ

C


AA

A

AA

AA

BD

DD

DB

BB

BD

DD

BB

BD

BD

DD

B

BA

A

C

AA

AA

BD

DB

AA

56

1 2 3 4 7 86 7 8

EJ

A

AA

BD

BA

DB

BD

C

B

DC

CJ

C

A

B

BD

B

BD

BA

C

AA

EJ

A

D

STONE SIZES:



DISH/VALLEY

NOTE:

1. MAINTAIN PAVER BAND WIDTH OF 450mm EXCEPT WHERE REQUIRED TOADJUST PAVERS TO SUIT SITE CONDITIONS, THEN MIN 400mm BAND WIDTHOVER MIN 5 COURSES IS ACCEPTABLE.

2. 1-3mm GAP REQUIRED BETWEEN PAVERS.

STONE SETTSREFER TO 2.2.13


8 COURSES @ 450 WIDE

1 MODULE

24 COURSES @ 150 WIDE1 MODULE

D

A D

A

D BD

BD

A300mm HIGH X 300mmWIDE STONE KERB ATTRAM STATION

GR

AN

ITE

PA

VIN

GS

ETT

S P

AV

ING

GRANITE PAVINGREFER TO 2.2.1

REFER TO 2.2.16

CLOSURE UNITS VARY IN LENGTHAS DETERMINED BY PATTERN.MINIMUM UNIT LENGTH OF 300mm.NON-STANDARD CUT PAVERS

PLAN 1:50

FOOTWAYSDwg No.

2.2.14

GRANITE PAVINGGENERAL ARRANGEMENT PLAN(GEORGE ST PEDESTRIAN ZONE STATION)




FOOTWAY STONE SETTSREFER TO 2.2.13

STONE SIZES:

TYPE A: 900 x 450 x 60mm

TYPE B: 600 x 450 x 60mm

TYPE C: 450 x 450 x 60mm

TYPE D: 300 x 450 x 60mm

CJ: CONTRACTION JOINT

EJ: EXPANSION JOINT

NOTES:

1. MAINTAIN PAVER BAND WIDTH OF 450mm EXCEPT WHERE REQUIRED TO ADJUST PAVERS TO SUIT SITE

CONDITIONS, THEN MIN 400mm BAND WIDTH OVER MIN 5 COURSES IS ACCEPTABLE.

2. 1-3mm GAP REQUIRED BETWEEN PAVERS.

3. TACTILES AS REQUIRED

4. ROAD PAVING TO COMPLY WITH THE FOLLOWING REQUIREMENTS

4.1. LAYED ON A 200mm THICK 32mpa REINFORCED (2 LAYERS OF SL82) CONCRETE BASE

4.2. A NATURAL STONE PAVER WITH SIMILAR COLOUR TO AUSTRAL BLACK GRANITE PAVING

4.3. DESIGNED FOR HEAVY TRAFFIC LOADS EQUIVALENT TO CLASS D

4.4. TO MEET THE RMS SKID RESISTANCE REQUIREMENTS

4.5. DEMONSTRATED TO HAVE MINIMAL POLISHING OVER TIME DUE TO TRAFFIC LOADS

4.6. PAVING TO BE DESIGNED FOR QUICK MAINTENANCE ALLOWING FOR TRAFFIC LOADING AFTER REPAIR

4.7. MINIMUM SERVICE LIFE OF PAVEMENT SHALL BE 40 YEARS

ROAD/FOOTWAY INTERFACETO BE CONFIRMED

ROAD INTERSECTION RAMP

ROAD

GU

TTE

RK

ER

B

ROADWAY STONE PAVEMENT

PLAN 1:100

FOOTWAYSDwg No.

2.2.15



GRANITE PAVINGGENERAL ARRANGEMENT PLAN(GEORGE ST PEDESTRIAN ZONE INTERSECTION)

PAVING PATTERN INACCORDANCE WITH2.2.1DISH/ VALLEY

TYP 2.5%MAX 4%

TYP 2.5%MAX 4%

MIN 1%

300TYP 2.5%MAX 4%

TYP 2.5%MAX 4%

PAVING INACCORDANCEWITH 2.2.4

SECTION 1:10

FOOTWAYSDwg No.

2.2.16

GRANITE PAVINGSTORMWATER VALLEY DRAIN(GEORGE ST PEDESTRIAN ZONE)


PLAN 1:20


KE

RB

C

AD 1

3

1

4

2

4

1

3

2

4

PA

TTE

RN

CO

DE

CJ

A A A A A A

A A A A A A

A A A A A AA

A A A A A A

A A A A A

A A A A A A

A A A A A A

A A A A A A

A A A A A

A A A A A A

A

B

B

B

B

B

B

C

B

C

C

C

D

D

D

D

D

D

D

D A

A

BU

ILD

ING

PR

OP

ER

TY L

INE

NOTE:

1. MAINTAIN PAVER BAND WIDTH OF 400mm EXCEPT WHEREREQUIRED TO ADJUST PAVERS TO SUIT SITE CONDITIONS, THENMIN 350mm BAND WIDTH OVER MIN 5 COURSES IS ACCEPTABLE.

2. 1-3mm GAP REQUIRED BETWEEN PAVERS.3. PAVERS TO BE SET OUT 90° TO BACK OF KERB.

10 C

OU

RS

ES

@ 4

00 W

IDE

1 M

OD

ULE

EJ

CLOSURE UNITS AGAINST BUILDING/ PROPERTY LINE VARY IN LENGTH

AS DETERMINED BY PATTERN.MINIMUM UNIT LENGTH OF 300mm.


PAVER SIZES

TYPE A: 600 x 400 x 50mmTYPE B: 450 x 400 x 50mmTYPE C: 300 x 400 x 50mmTYPE D: SPECIAL CUT

EJ: EXPANSION JOINTCJ: CONTRACTION JOINT


9 105 61 2 3 4 7 8 9 105 61 2 3 4 7 8 9 105 61 2 3 4 7 8 5 61 2 3 4 7 8 9 10

1 MODULE

(10 COURSES)

LIGHT POLE

REFER TO POLE DETAILFOR JOINT MATERIALAND SPECIFICATION

EJ & CJ REFER TO 2.3.5

TREE PLANTING(REFER TO STREET

TREE MASTER PLAN)

KERB

MAKE UP ZONESHOWN HATCHED

REFER 2.3.4 FOR BUILDING & BACKOF KERB JUNCTION DETAIL

CJ CJ CJEJ EJ


FOOTWAYSDwg No.

2.3.1

CONCRETE UNIT PAVING



PLAN 1:100


CJ

GU

TTE

R

KE

RB

CU

P(F

)

CU

P

EJ

CU

P

PA

TTE

RN

CO

DE

EJ

NOTE:

1. 1 - 3mm GAP REQUIRED BETWEEN PAVERS.2. PAVERS TO BE SET OUT 90° TO BACK OF KERB.

FACETTED ZONE SHOWNHATCHED. MAINTAINMINIMUM BAND WIDTH 350mmAT LOCATIONS INDICATED

CLOSURE UNITS AGAINSTBUILDING/ PROPERTY LINEVARY IN LENGTH ASDETERMINED BY PATTERN.MINIMUM UNIT LENGTH OF300mm. NON-STANDARDCUT PAVERS

BUILDING PROPERTY LINEPAVER SIZES


EJ: EXPANSION JOINTCJ: CONTRACTION JOINTCUP: CONCRETE UNIT PAVINGCUP(F): CONCRETE UNIT PAVING (FACETTED)


CUP(F)

EJ

CJCJ

CUPEJ

CUPCUP(F)

TREE PLANTINGREFER TO STREETTREE MASTER PLAN

FACETTED ZONE SHOWN HATCHED

EJ & CJ REFER TO 2.3.5


FACE OF KERB

REFER 2.3.4 FOR BUILDING &BACK OF KERB JUNCTION DETAIL


FOOTWAYSDwg No.

2.3.2


GENERAL ARRANGEMENT PLAN (FACETTED)


PLAN 1:100




FACE OF KERB



PAVING PATTERN TO CONTINUE ASCLOSE TO MAKE UP ZONE AS POSSIBLE


MIN UNIT LENGTHTO BE 300mm INMAKE UP ZONE

FOR NON 90° INTERSECTIONS -PAVERS IN MAKE UP ZONE ARETO BE CUT TO ACCOMMODATE

THE INTERSECTION ANGLE

ALIGN KERB RAMPS TO SUIT LINES OFPEDESTRIAN TRAVEL ANDPEDESTRIAN CROSSINGS, REFER TO2.3.6 FOR DIMENSION AND DETAILS

PLAN 1:100

FOOTWAYSDwg No.

2.3.3





APPROVED SELFEXPANDING JOINT FILLER

KERB

GUTTER





BUILDING / PROPERTY LINE 50mm THICK UNIT PAVING



50mm THICK UNIT PAVING30mm THICK MORTAR BED


110mm THICK 32MPa CONCRETE SLAB




SAWCUT(UNLESS PAVING)


EXISTING PAVEMENTSURFACE




50mm THICK UNIT PAVING


SL72 40mm COVER

SL72 40mm COVER

SL72 40mm COVER

110mm THICK 32MPa CONCRETE SLAB

SECTION 1:5

FOOTWAYSDwg No.

2.3.4


JUNCTIONS






3mm SAW CUT TO ONETHIRD OF SLAB THICKNESS


PAVER

APPROVED 10mm SELFEXPANDING JOINT FILLER





PAVER

SL72 40mm COVER

SL72 40mm COVER

DOWEL JOINT, 400mm LONGN16 @ 500mm CENTRES

SECTION 1:5

FOOTWAYSDwg No.

2.3.5


JOINTS


CONTRACTION JOINT

EXPANSION JOINT


45° 45°

D

AC

B

B

D

A

C

B

B

A

A

K(F) KERB K(KRF) KERB K(KR) KERB K(F) KERBK(KRF) KERB

MIN 1200 TYP 1600MIN 2000 AT SHARED PATH

MAINTAIN MIN DISTANCE OF 1330mm FROMTOP OF RAMP TO ANY OBSTRUCTION

KERB TYPES:

TYPE K(F): FULL HEIGHTTYPE K(KRF): PEDESTRIAN CHAMFERED TO FALLTYPE K(KR): PEDESTRIAN CROSSOVER

PAVER SIZES


C C

D

D D

D

1 MAX.8

TOP

OF

RA

MP



TYP 1500 450

200-300

GUTTER

KERBROAD SURFACE

REFER TO 2.3.4 FORJUNCTION DETAILS


SL72 40mm COVER



SECTION 1:20

FOOTWAYSDwg No.

2.3.6




PLAN 1:50


CONCRETEUNIT PAVEDKERB RAMP

1500

KERB

FALL

GARDENGARDEN

1600ED

GE

KER

B

EDG

E KE

RB

100mm FILLET

100mm FILLET

BACK OF KERB

FRONT OF KERB

GUTTER LIP

BACK OF KERB

FRONT OF KERB

GUTTER LIP

SHARP TRANSITION


STONE KERB SECTION

XX

1 MAX.

8FALL

1500

150-300 TO

MATCH ADJACENTROAD

GUTTERKERB

CONCRETE PAVED FOOTPATH

FOR JOINT DETAILS REFER BELOW

KERB BEYOND


SL72 40mm COVER


PAVERS TO BE CUT TO SUITANGLE OF KERB RAMP

PAVERS TO BE CUT TO SUITANGLE OF KERB RAMP

FOOTPATH KERB RAMP

DETAIL 1:5

FOOTWAYSDwg No.

2.3.7




PLAN 1:20


SECTION X-X 1:20

KE

RB

GU

TTE

R


125mm THICK COMPACTEDDGB20 BASECOMPACTED SUBBASE - CBR4


110mm THICK 32 MPa CONCRETE SLAB


50mm THICK PAVING

POLYURETHANE SEALENTSMOOTH AND RECESSED

GUTTER

KERBMIN

200

VARIES

MIN 200

MIN

200

MIN

200

VARIES

VARIES TO SUIT

PAVING PATTERN

VA

RIE

S T

O S

UIT

PA

VIN

G P

ATT

ER

N

SAWCUT PAVING TO SUITBLOCKOUT MIN 300mm LONG

UNIT FOOTPATH PAVING

DUMMY CUT PAVERS TO SUITPATTERN IF LESS THAN 300mmLONG (MAX 3 WIDE x 3 DEEP)

SAWCUT PAVING TOMATCH EDGE OF POLE


SECTION 1:20

FOOTWAYSDwg No.

2.3.8


PAVING AROUND LIGHT POLES AND SMART POLES


PLAN 1:20


K(F)K(V)K(F) K(VC)K(VC) K(V)

D

D

BB C

B

AC

B

D

D

B

D

B DA A

A

A

D

300

1200

800 8002800 MAX SINGLE

5600 MAX DOUBLE

PAVING PATTERN TO CONTINUETHROUGH DRIVEWAY

KERB TYPES:

TYPE K(F): FULL HEIGHTTYPE K(VC): VEHICULAR CHAMFERED TO FALLTYPE K(V): VEHICULAR CROSSOVER

PAVER SIZES


FACE OF KERB

LAY BACK TO BE AS SHORT ASPOSSIBLE ON NARROW FOOTPATHS

D

C

B

D

A

AA

C

B

A

C

B

A

A

A

A

AA



1200 LONG RAMP 450

STONE KERB WIDTH & MATERIAL TOMATCH ADJACENT STONE DIMENSION

50mm THICK PAVING

DRIVEWAY BASE SLAB 32MPa,REFER TABLE FOR DETAILS




SINGLERESIDENTIAL

32MPa 150mmSL82 LOCATED

CENTRALLY

MULTIRESIDENTIAL

32MPa 200mm SL82 LOCATEDCENTERALLY


32MPa 250mmTWO LAYERS SL8250mm COVER TOP

& BOTTOM

25mm HIGH CHAMFERED LIP. LIP CAN BE OMITTEDWHEN DRIVEWAY IS ADJACENT TO CYCLEWAYS.

25

CUT PAVERS TO FORM MITRE JOINT

150

600

GUTTER

ROADRECONSTRUCTEDZONE

N12-300, 800 LONG

DGB20 COMPACTED TO100% STANDARD M.D.D


CONSTRUCTION JOINT

SECTION1:20

FOOTWAYSDwg No.

2.3.9


VEHICULAR CROSSING


PLAN1:50


GU

TTE

R

KE

RB

EJ

EJ

VALLEY DRAIN TO TRANSITIONOVER 900mm TO MATCH FLUSH

WITH GRATED DRAINAGE PIT

CREATE MAKE UP ZONE USINGSTANDARD PAVING SIZES AND

RETURN TO STANDARDPATTERN ON EITHER SIDE

FALL FALL

FALL FALL

TYPICAL 450mm SQ FOOTPATH S/SGRATED DRAINAGE PIT WITH GRATING

ALIGNED TO DIRECTION OF WATERFLOW. REFER TO TABLE BELOW FOR

CLASS INSTRUCTIONS.

1-2.5% CROSSFALL 1-2.5% CROSSFALL

NOTES:

1. ALIGN 450mm SQUARE PIT FRAME TO PAVEMENTBANDING & TO PAVING MODULES AS SHOWN.

2. DETAIL NOT TO BE USED WITHOUT SITESPECIFIC APPROVAL FROM COUNCIL.

450

50

30

110

50

30


FOOTWAY B (PEDESTRIAN SAFE)


DRIVEWAY D (CYCLE SAFE)

REFER TO STANDARD DRAINAGEDRAWINGS FOR PIT DETAILS

PIT STRUCTURE

50mm THICK CONCRETE UNIT PAVINGON 30mm THICK MORTAR BED

450mm SQUARE FOOTPATH GRATEDDRAINAGE PIT WITH S/S GRATING(REFER TO TABLE BELOW)

SECTION 1:10

FOOTWAYSDwg No.

2.3.10


STORMWATER VALLEY DRAIN


PLAN 1:50


450

450

TYPICAL 450mm SQ FOOTPATH GRATEDDRAINAGE PIT WITH S/S GRATING

PIT WALL UNDER SHOWN DASHED

KERB

ALIGN GRATE AND FRAME TOCENTRE OF PAVEMENT BAND

50mm THICK STONE PAVING ON30mm THICK MORTAR BED

SUPPORT RIB

75 x 50 x 5mm ANGLE FRAME

75 x 50 x 5mm S/S CONCRETE TIE WELDEDTO FRAME. BOLT TO CONCRETE SLAB.

CONCRETE BASE

EXISTING OR NEW PIT WALL. MINIMUM OPENINGAS REQUIRED BY SERVICE AUTHORITY.

S/S GRATED DRAIN. 8mmAPERTURE SIZE, PEDESTRIANSAFE, LOCK DOWN, NON-SLIP. FORCLASS REFER TO DRAWING 2.3.9

3050

SECTION 1:5

FOOTWAYSDwg No.

2.3.11


STAINLESS STEEL GRATING TO DRAINAGE PIT


PLAN 1:20


KERBGUTTER

FACE OF KERB

TREE PLANTING REFER TO STREETTREE MASTER PLAN

PAVING SURROUNDS SHALLBE CUT TO SUIT


SMARTPOLE (REFER TO POLE DETAILFOR JOINT MATERIAL AND SPECIFICATION)

90° HERRING BONEPATTERN TO BEORIENTATED AS SHOWN

EDGE PAVERS SHALLBE CUT TO SUIT

BU

ILD

ING

PR

OP

ER

TY L

INE

KE

RB

GU

TTE

R


FOOTWAYSDwg No.

2.4.1

BRICK PAVING



PLAN 1:100


PEDESTRIAN RAMPS


KERBGUTTER

90° HERRING BONE PATTERNSHALL BE ORIENTATED AS SHOWN

BRICK PAVING CORNER ARRANGEMENT PLAN

NOTES:

1. FOR NON 90° INTERSECTIONS, PAVERS IN MAKE UP ZONE ARETO BE CUT TO ACCOMMODATE THE INTERSECTION ANGLE.

PLAN 1:100

FOOTWAYSDwg No.

2.4.2

BRICK PAVING





GUTTER

KERB

30mm THICKSAND BED


150mm DGB20

EXISTING PAVEMENT SURFACE

SAWCUT (UNLESS PAVED)


600




30mm THICKSAND BED


150mm DGB20

30mm THICKSAND BED


150mm DGB20

STANDARD BRICK PAVERS



SECTION 1:10

FOOTWAYSDwg No.

2.4.3

BRICK PAVING

JUNCTIONS



BRICK PAVEDRAMP

1500

NOM

1500

NOM

1565 (TYP) 1200 MIN MIN 2000 AT SHARED PATHS

SHARP TRANSITIONREFER TO JOINT

DETAIL BELOW

1 MAX.8

FALL

1500

150-300 TO

MATCH ADJACENTROAD

GUTTERKERB



BRICK PAVED FOOTPATH


150mm DGB20

30mm THICK SAND BED

BRICK TO BE CUTTO SUIT ANGLEOF KERB RAMP


FOOTPATH KERB RAMP

SECTION 1:20

FOOTWAYSDwg No.

2.4.4

BRICK PAVING



PLAN 1:50


DETAIL 1:5

BRICK PAVEDKERB RAMP

1500

KERB

FALL

GARDENGARDEN

1500

EDG

E KE

RB

EDG

E KE

RB

100mm FILLET

100mm FILLET

BACK OF KERB

FRONT OF KERB

GUTTER LIP

BACK OF KERB

FRONT OF KERB

GUTTER LIP

SHARP TRANSITION


STONE KERB SECTION

1 MAX.

8FALL

1500

150-300 TO

MATCH ADJACENTROAD

GUTTERKERB



BRICK PAVED FOOTPATH


150mm DGB20

30mm THICK SAND BED

KERB BEYOND



FOOTPATH KERB RAMP

DETAIL 1:5

FOOTWAYSDwg No.

2.4.5

BRICK PAVING



PLAN 1:20


SECTION 1:20

WINGMAX 900MIN 450

2500 MIN - 6000 MAX (3000 TYP.) WINGMAX 900MIN 450

DROP KERB

EXPANSION JOINT

GUTTER

WIDTH OF KERB TO MATCHADJACENT WIDTH (VARIES

BETWEEN 150mm - 300mm)

BRICK PAVEDFOOTPATH

BRICK PAVEDFOOTPATH

EXPANSION JOINT ALONGEDGE OF DRIVEWAY(BASE ONLY)

EXPANSION JOINT ALONGEDGE OF DRIVEWAY

(BASE ONLY)

GRASS VERGE- IF APPLICABLE


MIN 1500 FROMPROPERTY BOUNDARY

BRICK PAVED DRIVEWAYON CONCRETE BASE

1200

TY

P.

VA

RIE

SSHARP TRANSITIONREFER TO JOINTDETAIL BELOW

1200 TYP. 450 600

GUTTER

ROADRECONSTRUCTEDZONE

25mm HIGH CHAMFERED LIP. LIP CAN BE OMITTEDWHEN DRIVEWAY IS ADJACENT TO CYCLEWAYS.

STONE KERB

MIN. 75mm THICK COMPACTEDDGB20 BASE

CONCRETE BASE SLAB (REFERTO TABLE FOR DETAILS)

COMPACTED SUB-BASE TO CBR4


DRIVEWAY USE CONCRETESTRENGTH


SINGLERESIDENTIAL 32MPa 150mm

SL82 CENTRALLYLOCATED

MULTIRESIDENTIAL 32MPa 200mm SL82 CENTRALLY

LOCATED

STANDARD BRICK PAVERSFOR JOINT DETAILS REFER BELOW

30mm THICK SAND BED

450

N12-300, 800 LONG

25mm HIGHCHAMFERED LIP.

GUTTER

DGB20 COMPACTED TO100% STANDARD M.D.D

BRICK PAVER ON 30mm MORTAR

150

15mm EPOXY MODIFIED SAND/CEMENT MORTARCONSTRUCTION JOINT

BRICK TO BE CUT TO SUITANGLE OF KERB RAMP

FOOTPATH KERB RAMP

SECTION - WITH STONE KERB1:20

FOOTWAYSDwg No.

2.4.6

BRICK PAVING

RESIDENTIAL VEHICULAR CROSSING


PLAN1:50


DETAIL 1:10

SECTION - WITH CONCRETE K&G1:20

WINGMAX 900MIN 450


CONCRETE RAMPAND WINGSDROP KERB

EXPANSION JOINT

GUTTER



BRICK PAVEDFOOTPATH

BRICK PAVEDFOOTPATH



(BASE ONLY)




BRICK PAVED DRIVEWAYON CONCRETE BASE

1200

TY

P.

VA

RIE

S

1200 TYP. 450 600

GUTTER

RECONSTRUCTEDROAD SHOULDER

LIP 25mm TYP. LIP CAN BEOMITTED WHEN DRIVEWAYIS ADJACENT TO CYCLEWAY

KERBMIN. 75mm THICK

COMPACTED DGB20 BASE

TWO LAYERS SL82 WITHMIN 50mm COVER

250mm THICKCONCRETE BASE

150

APPROVED SELF EXPANDINGJOINT FILLER (STONE KERB ONLY)

COMPACTEDSUB-BASE TO CBR4


30mm THICK SAND BED

FOOTWAYSDwg No.

2.4.7

BRICK PAVING

COMMERCIAL (LIGHT) VEHICULAR CROSSING


PLAN 1:50


SECTION 1:20

WINGMAX 900MIN 450


EXPANSION JOINT

BRICK PAVEDFOOTPATH


1200

TY

P.

VA

RIE

S

DROP KERB

GUTTER



BRICK PAVEDFOOTPATH





STENCILED CONCRETEDRIVEWAY AND RAMP(COLOUR AND PATTERNTO MATCH ADJACENTFOOTPATH PAVING)

1200 TYP. 450 600

GUTTER


LIP 25mm TYP. LIP CAN BEOMITTED WHEN DRIVEWAYIS ADJACENT TO CYCLEWAY

KERB

MIN. 75mm THICKCOMPACTED DGB20 BASE

STENCILED CONCRETEDRIVEWAY AND RAMP (COLOUR

AND PATTERN TO MATCHADJACENT FOOTPATH PAVING)

150


COMPACTEDSUB-BASE TO CBR4


250mm THICKCONCRETE DRIVEWAY

FOOTWAYSDwg No.

2.4.8

BRICK PAVING

COMMERCIAL/INDUSTRIAL VEHICULAR CROSSING


PLAN 1:50


SECTION 1:20

TREE PLANTING REFER TOSTREET TREE MASTER PLAN

FACE OF KERB

KERBGUTTER


PLAN 1:100

FOOTWAYSDwg No.

2.5.1

ASPHALT PAVING




NOTE:

1. MODIFIED ASPHALTIC CONCRETE WITH POLYMERADDITIVE TO INCREASE SOFTENING POINT TO BEUSED IN LOCATIONS WITH EXISTING ORPROPOSED OUTDOOR DINING (FULL FRONTAGE).

GUTTER

KERB

FINISH AC FLUSHTO KERB LEVEL

INTERMEDIATE COURSE 35mmAC10 DENSELY GRADED

COMPACTEDSUBGRADE TO CBR4

BUILDING/BOUNDARY

WEARING COURSE15mm AC5 DG

GUTTER

KERB

COMPACTEDSUBGRADE TO CBR4


BUILDING/BOUNDARY


FINISH AC FLUSHTO KERB LEVEL

2.5% TYP CROSS FALL

2.5% TYP CROSS FALL


WEARING COURSE25mm AC5

100mm THICK DGB20COMPACTED TO98% STANDARD

SL72 40mm COVER

TYPICAL FOOTPATH SECTION - FLEXIBLE BASE

FOOTWAYSDwg No.

2.5.2

ASPHALT PAVING

TYPICAL SECTIONS


SCALE 1:20

TYPICAL FOOTPATH SECTION - RIGID BASE


1200 MIN 1500 TYP.

2000 MIN AT SHARED PATH

COLOUREDCONCRETE

RAMPTOOL/DUMMY JOINTS

NOTE: 600mm MIN WHERE RESTRICTED BYSITE CONDITIONS SUBJECT TO APPROVAL

45°45°

110mm THICK 32MPa CONCRETERAMP WITH OXIDE TO MATCH

ASPHALT FOOTPATH

ASPHALT FOOTPATH

KERB

GUTTER ROAD

COMPACTED SUBGRADETO CBR4

fall

1 MAX.8

TYP 1500

150-300TO MATCH ADJACENT

APPROVED SELF EXPANDINGJOINT FILLER (STONE KERB ONLY)SL72 40mm COVER


SECTION 1:20

PLAN 1:50

FOOTWAYSDwg No.

2.5.3

ASPHALT PAVING

PEDESTRIAN RAMP



BRICK PAVEDKERB RAMP

1500

KERB

FALL

GARDENGARDEN

1500ED

GE

KER

B

EDG

E KE

RB

100mm FILLET

100mm FILLET

BACK OF KERB

FRONT OF KERB

GUTTER LIP

BACK OF KERB

FRONT OF KERB

GUTTER LIP

SHARP TRANSITION


STONE KERB SECTION

COLOURED CONCRETE

AA

1 MAX.

8

1500

150-300 TO

MATCH ADJACENTROAD

GUTTERKERB

KERB BEYOND

110mm THICK 32MPa CONCRETERAMP WITH OXIDE TO MATCH

ASPHALT FOOTPATH

ASPHALT FOOTPATH


fall

APPROVED SELFEXPANDING JOINT FILLER(STONE KERB ONLY)

SL72 40mm COVER


FOOTWAYSDwg No.

2.5.4

ASPHALT PAVING



PLAN 1:20


SECTION A-A 1:20

WINGMAX 900MIN 450


DROP KERB

EXPANSION JOINT

GUTTER



AC FOOTPATH

AC FOOTPATH



(BASE ONLY)




AC DRIVEWAY ONCONCRETE BASE

1200

TY

P.

VA

RIE

S

1200 TYP. 450 600

GUTTER


25mm CHAMFERED LIP (AT 45° ANGLE). LIP CAN BEOMITTED WHEN DRIVEWAY IS ADJACENT TO CYCLEWAYS.

KERB

COMPACTED SUB-BASE TO CBR4APPROVED SELF EXPANDINGJOINT FILLER (STONE KERB ONLY)




SINGLERESIDENTIAL

32MPa 150mm SL82 CENTRALLYLOCATED

MULTIRESIDENTIAL

32MPa 200mm SL82 CENTRALLYLOCATED

WEARING COURSE 40 mm AC532MPa CONCRETE BASE

(REFER TABLE FOR DETAILS)

450


GUTTER

WEARING COURSE 40 mm AC5

150

N12-300, 800 LONG15mm EPOXY MODIFIED SAND/CEMENT MORTAR

CONSTRUCTION JOINT

FOOTWAYSDwg No.

2.5.5

ASPHALT PAVING

RESIDENTIAL VEHICLE CROSSING

NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATEDSECTION 1:20

PLAN1:50


SECTION ( WITH STONE KERB)1:20

SECTION ( WITH CONCRETE KERB)1:20

WINGMAX 900MIN 450


DROP KERB

EXPANSION JOINT

GUTTER





(BASE ONLY)




1200

TY

P.

VA

RIE

S

AC FOOTPATH

AC FOOTPATH

AC DRIVEWAY ONCONCRETE BASE

WEARING COURSE40mm AC10

1200 TYP. 450 600

GUTTER


25mm CHAMFERED LIP TYP. LIP CANBE OMITTED WHEN DRIVEWAY ISADJACENT TO CYCLEWAY

KERBMIN. 75mm THICK COMPACTED DGB20 BASE


180mm THICKCONCRETE BASE


COMPACTED SUB-BASE TO CBR4KERB

450


GUTTER

DRIVEWAY

N12-300, 800 LONG


LIP

OF

KE

RB

CONSTRUCTION JOINT

FOOTWAYSDwg No.

2.5.6

ASPHALT PAVING

COMMERCIAL (LIGHT) VEHICLE CROSSING



PLAN1:50



WINGMAX 900MIN 450


EXPANSION JOINT

SHARP TRANSITION

AC FOOTPATH


1200

TY

P.

VA

RIE

SDROP KERB

GUTTER



AC FOOTPATH



(BASE ONLY)



CONCRETE DRIVEWAYAND RAMP

1200 TYP. 450 600

GUTTER


25mm CHAMFERED LIP ( AT 45° ANGLE), NOVERTICAL LIP. 2 LIP CAN BE OMITTED WHENDRIVEWAY IS ADJACENT TO CYCLEWAYS.

KERB

MIN. 75mm THICK COMPACTED DGB20 BASE

SHARP TRANSITION

CONCRETE DRIVEWAYAND RAMP




250mm THICKCONCRETE DRIVEWAY

N12-300, 800 LONG15mm EPOXY MODIFIED SAND/CEMENT MORTAR

DBG20 COMPACTED TO100% STANDARDS MMD

CONSTRUCTION JOINT

450


GUTTER

DRIVEWAY LIP

OF

KE

RB

FOOTWAYSDwg No.

2.5.7

ASPHALT PAVING

COMMERCIAL/INDUSTRIAL VEHICLE CROSSING



PLAN1:50



800200 200

10

100

250

200

GARDEN/GRASS VERGEASPHALT FOOTPATH

STEEL EDGE

N16 DOWELS

N16 DOWELS

NOTES:

1. ALL STEELWORK TO BE HOT DIPPED GALVANISED.2. ALL STEELWORK BELOW GROUND LEVEL TO BE

PAINTED WITH TWO COATS OF BITUMINOUS PAINT.

16

100

250

8

200

STEEL EDGE

FOOTWAYSDwg No.

2.5.8

ASPHALT PAVING

EDGE DETAIL - GRASS/GARDEN


ELEVATION 1:10

SECTION 1:10


TIMBER EGDE

ASPHALT FOOTPATHTREE BED

450mm x 45mm² TREATED PINE(H5) STAKES AT 1200mm C/C 25 x 75mm TREATED PINE (H5) OR HARDWOOD EDGE

1200

10

200200

75

450

GALVANISED STEEL NAILS

25

SET PEG 25mm DOWN

ELEVATION 1:10

SECTION 1:10

FOOTWAYSDwg No.

2.5.9

ASPHALT PAVING

EDGE DETAIL - TREE BED



BU

ILD

ING

/PR

OP

ER

TY L

INE

KE

RB

GU

TTE

R

EQ

UA

LE

QU

AL

1500

EXPANSION JOINT

CONTRACTION JOINTS

TREE PLANTING REFERSTREET TREE MASTER PLAN

FACE OF KERB

GRASS/PLANTED VERGE

1500

min

- 18

00m

ax

NOTE:

1. ALL EXPOSED CONCRETE SURFACES MUST BE FINISHED WITH A MEDIUM BROOM FINISHGENERALLY PERPENDICULAR TO THE DIRECTION OF TRAVEL.

2. ALL CONCRETE SLABS MUST HAVE A JOINT ALONG THE BUILDING LINE, KERB LINE ANDANY PENETRATIONS (EXCEPT WHEN USING BRICK KERBS).

3. ANY FOOTPATH THAT MAY BE SUBJECT TO VEHICULAR LOADS (SUCH AS GARBAGETRUCKS IN NARROW LANES OR AT INTERSECTIONS WITH A TIGHT TURNING CIRCLEWHERE VEHICLES MAY MOUNT THE FOOTWAY) MUST HAVE AT LEAST 150mm THICKREINFORCED CONCRETE BASE (SL72).

4. CONCRETE FOOTWAYS TO BE A MINIMUM OF 1.2m WIDE, OR AS DIRECTED BY COUNCIL.5. TYPICALLY ALLOW FOR EXPANSION JOINTS AT 4.5m - 5.4m SPACING AND CONTRACTION

JOINTS AT 1.5m - 1.8m SPACING IN PLAIN CONCRETE FOOTPATHS.

900 MINSIZE TO SUIT EXISTING FOOTPATH1800 TYP, 1200 MIN

TRIP STOP TO BE USEDADJACENT TO EXISTING TREES

PLAN 1:50

FOOTWAYSDwg No.

2.6.1

CONCRETE PAVINGINSITU CONCRETE PAVEMENT PLAN - NO PLANTINGON BOUNDARY



BU

ILD

ING

/PR

OP

ER

TY L

INE

KE

RB

GU

TTE

R

EQ

UA

LE

QU

AL

1500

EXPANSION JOINT

CONTRACTION JOINTS

NEW TREE PLANTING REFERSEPARATE TREE PIT GUIDELINE

FACE OF KERB

GRASS/PLANTED VERGE

1500

min

- 18

00m

ax

900 MINSIZE TO SUIT EXISTING FOOTPATH1800 TYP, 1200 MIN

NOTE:

1. DETAIL ONLY TO BE USED IF MATCHING EXISTING, CITY REPRESENTATIVE TO APPROVE.2. ALL EXPOSED CONCRETE SURFACES MUST BE FINISHED WITH A MEDIUM BROOM FINISH

GENERALLY PERPENDICULAR TO THE DIRECTION OF TRAVEL.3. ALL CONCRETE SLABS MUST HAVE A JOINT ALONG THE BUILDING LINE, KERB LINE AND

ANY PENETRATIONS (EXCEPT WHEN USING BRICK KERBS).4. ANY FOOTPATH THAT MAY BE SUBJECT TO VEHICULAR LOADS (SUCH AS GARBAGE

TRUCKS IN NARROW LANES OR AT INTERSECTIONS WITH A TIGHT TURNING CIRCLEWHERE VEHICLES MAY MOUNT THE FOOTWAY) MUST HAVE AT LEAST 150mm THICKREINFORCED CONCRETE BASE (SL72).

5. CONCRETE FOOTWAYS TO BE A MINIMUM OF 1.2m WIDE, OR AS DIRECTED BY COUNCIL.6. TYPICALLY ALLOW FOR EXPANSION JOINTS AT 4.5m - 5.4m SPACING AND CONTRACTION

JOINTS AT 1.5m - 1.8m SPACING IN PLAIN CONCRETE FOOTPATHS.

GRASS/PLANTED VERGE

TRIP STOP TO BE USEDADJACENT TO EXISTING TREES

PLAN 1:50

FOOTWAYSDwg No.

2.6.2

CONCRETE PAVINGINSITU CONCRETE PAVEMENT PLAN - PLANTING ONBOUNDARY



GARDEN/GRASS VERGE

PATH/GARDEN

BUILDING/BOUNDARY LINE

10mm THICK APPROVED SELFEXPANDING JOINT FILLER

110mm THICK 32MPaCONCRETE

100mm THICK COMPACTEDDGB20 MIN 98% STD MDD

COMPACTED SUB-GRADE (CBR4)

PATH/BUILDING LINE

110mm THICK 32MPaCONCRETE FOOTPATH

100mm THICK COMPACTEDDGB20. MIN 98% STD MDD


10mm THICK APPROVED SELFEXPANDING JOINT FILLER(STONE KERB ONLY)

KERB

GUTTER

PATH/KERB

110mm THICK 32MPaCONCRETE FOOTPATH

100mm THICK COMPACTEDDGB20. MIN 98% STD MDD


SL72 40mm COVER

SL72 40mm COVER

SL72 40mm COVER

SECTION 1:10

FOOTWAYSDwg No.

2.6.3

CONCRETE PAVING

JUNCTIONS



10mm THICK APPROVED SELFEXPANDING JOINT FILLER

SAWCUT 25mm DEEP OR ONE THIRD OF SLABDEPTH OR PROVIDE DUMMY (TOOLED JOINT)

CONSTRUCTION JOINT

EXPANSION JOINT

SL72 40mm COVER

SL72 40mm COVER

SECTION 1:2

FOOTWAYSDwg No.

2.6.4

CONCRETE PAVING

JOINTS



CONCRETE

TOOL/DUMMY JOINTS

NOTE: 600mm MIN WHERE RESTRICTED BYSITE CONDITIONS SUBJECT TO APPROVAL

1200 MIN 1500 TYP.

2000 MIN AT SHARED PATH

45°45°

1 MAX.8

FALL150-300

TO MATCH ADJACENT

110mm THICK 32MPaCONCRETE RAMP

KERB

GUTTER ROAD

COMPACTED SUBGRADETO CBR4 APPROVED SELF

EXPANDING JOINT FILLER(STONE KERB ONLY)


1500 TYP.CONCRETE FOOTPATH

SL72 40mm COVER

PLAN 1:50

FOOTWAYSDwg No.

2.6.5

CONCRETE PAVING

PEDESTRIAN RAMP


SECTION 1:20


CONCRETEKERB RAMP

1500

KERB

FALL

GARDENGARDEN

1500

EDG

E KE

RB

EDG

E KE

RB

100mm FILLET

100mm FILLET

BACK OF KERB

FRONT OF KERB

GUTTER LIP

BACK OF KERB

FRONT OF KERB

GUTTER LIP


STONE KERB SECTION

SHARP TRANSITION

1 MAX.

8FALL

1500

150-300 TO

MATCH ADJACENTROAD

GUTTERKERB

KERB BEYOND

FALL

110mm THICK 32MPaCONCRETE RAMP



CONCRETE FOOTPATH

SL72 40mm COVER

APPROVED SELFEXPANDING JOINT FILLER(STONE KERB ONLY)

FOOTWAYSDwg No.

2.6.6

CONCRETE PAVING



PLAN 1:20


SECTION 1:20

KE

RB

GU

TTE

R


GUTTER

KERBMIN

200

VARIES

MIN 200

MIN

200

MIN

200

VARIES

CONCRETE EDGE FORMEDTO SUIT BLOCKOUT

CONCRETEFOOTPATH


AC COLD MIX INFILL

COMPACTEDSUBGRADE - CBR4

CONCRETE FOOTPATH

100mm DGB20

FOOTWAYSDwg No.

2.6.7

CONCRETE PAVING

PAVING AROUND LIGHT POLES AND SMARTPOLES


SECTION 1:20

PLAN 1:20


450 6001200 TYP

RECONSTRUCTEDROADSHOULDER

GUTTER

KERB

MIN. 100mm THICK COMPACTED DGB20BASE

CONCRETE DRIVEWAY REFERTABLE FOR DETAILS

PROVIDE TOOL JOINTAT CHANGE OF GRADE

APPROVED SELF EXPANDING JOINT FILLER 25mm HIGH CHAMFERED LIP. LIP CAN BE OMITTEDWHEN DRIVEWAY IS ADJACENT TO CYCLEWAYS.





SINGLERESIDENTIAL

32MPa 150mm SL82

MULTIRESIDENTIAL

32MPa 200mm SL82


32MPa 250mm TWO LAYERS SL82


450


GUTTER

N12-300, 800 LONG15mm EPOXY MODIFIED SAND/CEMENT MORTARCONSTRUCTION JOINT

LIP

OF

KE

RB

NOTES:

1. DRIVEWAY TO BE GENERALLY PERPENDICULAR TO KERB LINE, UNLESS APPROVED OTHERWISE.2. VERTICAL AND HORIZONTAL CLEARANCE SHALL BE CHECKED BY THE DESIGNER IN ACCORDANCE WITH AS2890.1.3. FOR NARROW FOOTPATHS LENGTH OF RAMP TO BE AS SHORT AS POSSIBLE, OR LAYBACK ONLY TO BE USED IN APPROVED

APPLICATIONS.4. FOR DRIVEWAYS WIDER THAN 6.0m A TOOL JOINT SHALL BE PROVIDED ALONG THE CENTRE OF THE DRIVEWAY.5. DRIVEWAY CONCRETE SHALL BE WOOD FLOAT FINISHED.

CONCRETE WING

GRASS-VERGEIF APPLICABLE


PROVIDE TOOL JOINTAT CHANGE IN GRADE

CONCRETE DRIVEWAY (REFERTO TABLE FOR DETAILS)

CONCRETE FOOTPATH

CONCRETE FOOTPATH


GRASS-VERGEIF APPLICABLE



DROP KERB

PROVIDE EXPANSION JOINT

GUTTER

WING: MAX 900

MIN 450

2500 MIN - 6000 MAX

(3000 TYP)

WING: MAX 900

MIN 450

2500

1200

MIN 1500 FROM

PROPERTY BOUNDARY

FOOTWAYSDwg No.

2.6.8

CONCRETE PAVING

VEHICULAR CROSSING


SECTION ( STONE KERB)1:20

PLAN1:50


SECTION ( CONCRETE KERB)1:20

Max

300

0

Building Line

1000 Min.

600

300±

10

600 300±10

Max 3000

FOO

TPA

TH

KE

RB

RO

AD

PC

W L

INE

PC

W L

INE

TH

PCW LINE

PCW LINE

SIGNAL POST

SIGNAL POST

1000

Min

WARNING TGSI

LEGEND

DIRECTIONAL TGSI

FOOTPATHDwg No.

2.7.1

TGSITYPICAL LAYOUTTOP OF RAMP WITHIN 3000MM FROM BUILDING LINE



NOTE:1. ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH THE AS/NZS 1428.4.1 2009 & CITY'S "SYDNEY

STREETS TECHNICAL SPECIFICATION", OR AS DIRECTED BY THE CITY'S REPRESENTATIVE.2. FOR RAMPS WIDER THAN 2 METRES, WIDTH OF TACTILE INDICATORS ON THE RAMP SHOULD BE MINIMUM

1000MM. WHEN WIDTH OF RAMP IS LESS THAN OR EQUAL TO TWO (2) METRES WIDTH OF TACTILE INDICATOR'SBLOCK SHALL MATCH THE RAMP.

3. TYPE AND COLOUR OF TGSI'S SHALL BE IN ACCORDANCE WITH CITY OF SYDNEY'S TECHNICAL SPECIFICATIONSUNLESS SPECIFIED FOR THE PROJECT. REFER TO DRAWING# 2.7.4 FOR THE COLOUR AND TYPES.

4. DIFFERENT COLOURS AND TYPES OF TGSI'S MAY BE USED FOR SPECIFIC PROJECTS, IN WHICH CASE CITY OFSYDNEY'S APPROVAL MUST BE OBTAINED IN THE DESIGN PHASE.

Exc

eeds

300

0

FULL WIDTH

600

300±

10

600

Exceeds 3000

600

300±

10600

300±10

FOOTPATH

KERB

ROAD

SIGNAL POST

SIGNAL POST

300±10

FOO

TPA

TH

KE

RB

RO

AD

PCW LINE

PC

W L

INE

FULL

WID

TH

200m

m M

AX

200mm MAX

WARNING TGSI

LEGEND

DIRECTIONAL TGSI

FOOTPATHDwg No.

2.7.2

TGSITYPICAL LAYOUTTOP OF RAMP BEYOUND 3000MM FROM BUILDING LINE






TYPE AND COLOUR OF TGSI'S SHALL BE IN ACCORDANCE WITH CITY OF SYDNEY'S TECHNICAL SPECIFICATIONSUNLESS SPECIFIED FOR THE PROJECT. REFER TO DRAWING# 2.7.4 FOR THE COLOUR AND TYPES.3. DIFFERENT COLOURS AND TYPES OF TGSI'S MAY BE USED FOR SPECIFIC PROJECTS, IN WHICH CASE CITY OF

SYDNEY'S APPROVAL MUST BE OBTAINED IN THE DESIGN PHASE.

300±10

600

600

300±

10

300±

10

PE

DE

STR

IAN

CR

OS

SIN

G

PEDESTRIANCROSSING

PC

W L

INE

600 300± 10Building Line

Build

ing

Line

PCW LINE

PCW LINE

PC

W L

INE

SIGNAL POST

SIGNAL POST

W >

200

0

600

FULL

WID

TH

FULL WIDTH

WARNING TGSI

LEGEND

DIRECTIONAL TGSI

FOOTPATHDwg No.

2.7.3

TGSITYPICAL LAYOUTSKEWED BOUNDARY LINES






TYPE AND COLOUR OF TGSI'S SHALL BE IN ACCORDANCE WITH CITY OF SYDNEY'S TECHNICAL SPECIFICATIONSUNLESS SPECIFIED FOR THE PROJECT. REFER TO DRAWING# 2.7.4 FOR THE COLOUR AND TYPES.3. DIFFERENT COLOURS AND TYPES OF TGSI'S MAY BE USED FOR SPECIFIC PROJECTS, IN WHICH CASE CITY OF

SYDNEY'S APPROVAL MUST BE OBTAINED IN THE DESIGN PHASE.

Item Base Surface Background Surface Tactile Type

1 Granite Granite Stainless Steel

2 Brick Pavers Concrete Stainless Steel

3 Concrete Pavers Concrete/Concrete Pavers Stainless Steel

4 Asphalt Concrete Stainless Steel

5 Concrete Concrete coloured in with black oxide Stainless Steel

WARNING TGSI

LEGEND

DIRECTIONAL TGSI

KERB

FOOTPATHDwg No.

2.7.4

TGSIMATERIALS AND INSTALLATION DETAILS



NOTE:1. TYPE AND COLOUR OF TGSI'S SHALL BE IN ACCORDANCE WITH THIS DRAWINGS UNLESS SPECIFIED FOR THE

PROJECT. REFER TO DRAWINGS #2.7.1, #2.7.2 AND #2.7.3 FOR TYPICAL LAYOUT OF TGSI INSTALLATION.2. DIFFERENT COLOURS AND TYPES OF TGSI'S MAY BE USED FOR SPECIFIC PROJECTS, IN WHICH CASE CITY OF

SYDNEY'S APPROVAL MUST BE OBTAINED IN PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.3. WHERE THE BASE SURFACE IS CONCRETE AND STAINLESS STEEL TGSI'S ARE USED, THE BACKGROUND COLOUR

SHALL BE CHANGED TO BLACK. SIZE OF THE BLACK COLOUR SHALL MATCH SIZE OF TGSI'S BLOCK. PLEASE NOTETHAT THE BASE COLOUR SHALL REMAIN AS NATURAL CONCRETE COLOUR.

4. FOR RAMP CONSTRUCTION DETAIL, REFER TO APPROPRIATE DRAWING TO SUIT FOOTPATH'S FINISH MATERIAL.5. SIZE OF THE TGSI'S MAY VARY TO SUIT ANY SPECIFIC DESIGN PENDING CITY'S APPROVAL.

BASE SURFACETGSI/TACTILE INDICATORS

BACKGROUND SURFACE

STAINLESS STEEL TACTILE INDICATORS (600 X 1000- REFER NOTE 5)

CONCRETE (BACKGROUND SURFACE), F'c=32MPaWITH SL82 MESH (650 X 1050 - REFER NOTE 5)

BASE SURFACE (PAVERS / ASPHALT)

SAWCUT EXISTING SURFACE AND POURNEW CONCRETE PAD TO SUITINSTALLATION OF TACTILES

TGSI INSTALLATION DETAIL FOR CONCRETE PAVERS/BRICK PAVERS/ ASPHALT

PLAN

TGSI /TACTILE INDICATORS MATERIAL

LANEWAY

600 300±10

BUILDING LINE

300

Max

.

BUILDING LINE

BU

ILDIN

G LIN

E

BU

ILDIN

G LIN

E

2000

Min

.

(NO

TE 9

)

WARNING TGSI

LEGEND

FOOTPATHDwg No.

2.8.1

CONTINUOUS FOOTPATH TREATMENTSTYPICAL LAYOUT



NOTE:

1. THIS DRAWING IS TO READ IN CONJUNCTION WITH RMS TECHNICAL DIRECTION TDT 2013/05 - CONTINUOUS FOOTPATHTREATMENTS.

2. SURFACE TREATMENTS AND MATERIALS FOR THE CONTINUOUS FOOTPATH TREATMENT SHALL MATCH THEADJACENT FOOTPATH AND SHALL DIFFER FROM ROAD SURFACE FINISH.

3. WHERE ROAD SURFACE MATERIAL AND CONTINUOUS FOOTPATH TREATMENT MATERIAL ARE SIMILAR, THEFOOTPATH SURFACE SHALL BE REMOVED AND RECONSTRUCTED TO 5m EITHER SIDE OF THE FOOTPATHTREATMENT WITH AN APPROVED MATERIAL TO SUIT SYDNEY STREETSCAPE SPECIFICATION, UNLESS NOTEDOTHERWISE.

4. TYPE AND COLOUR OF TGSI'S SHALL BE IN ACCORDANCE WITH CITY OF SYDNEY'S TECHNICAL SPECIFICATIONSUNLESS SPECIFIED FOR THE PROJECT. REFER TO DRAWING# 2.7.4 FOR THE COLOUR AND TYPES.

5. THE PIANO KEY MARKING SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS1742.13 FIGURE 4.3.6. WIDTH OF THE WING MAY VARY TO SUIT CALCULATED TURNING PATHS AND/OR EXISTING KERB RETURNS.7. VERTICAL AND HORIZONTAL CLEARANCE SHALL BE CHECKED IN ACCORDANCE WITH AS2890.1 BY THE DESIGN

ENGINEER.8. WHERE GEOMETRY OF THE RAMP ALLOWS, THE LIP SHALL BE OMITTED.9. WHERE ACHIEVING 2000mm IS NOT POSSIBLE, WIDTH OF FOOTPATH MAY BE REDUCED TO 1800mm ONCE

APPROVED BY CITY'S REPRESENTATIVE.

VEHICULAR CROSSING WITH 900mm WINGS ANDFINISH TO MATCH FOOTPATH (REFER NOTE 1)

(SEE CITY'S STANDARDS DRAWINGS)

PIANO KEY LINE MARKING (REFER AS1742.13 FIGURE 4.3)

GUTTER

FOOTPATH ( REFER NOTE 1)

600mm WIDE TGSI's, REFER DRAWING2.7.4 FOR MATERIAL AND DETAILS (TYP.)

ROAD CARRIAGEWAY

CONCRETE RAMP BACK TO EXISTING -250mm THICK 32MPa CONCRETE, SL82 T&B,50mm COVER

25mm HIGH LIP CHAMFERED AT 45° .NO VERTICAL LIPS.THE LIP SHALL BE OMITTED WHERE POSSIBLE. REFER

NOTE 8.

4010

020

030

020

010

0

SUB-GRADE COMPACTEDTO 98% STD MDD (CBR4)

BASE COURSE OF DGB20

40MPa CONCRETE

SL82 T&B 50mm MIN COVER

AC14 WEARING COURSEREGIONAL ROADS/ AC10FOR OTHER ROADS

AC14 WEARING COURSEREGIONAL ROADS/ AC10FOR OTHER ROADS

AC20 ROAD BASE (PLACEDIN 2 EQUAL LAYERS)

BASE COURSE OF DGB20

SUB-BASE COURSE OF DGS40

SUB-GRADE COMPACTEDTO 98% STD MDD (CBR4)

40

SECTION 1:10

ROADWAYSDwg No.

3.1.1

ROAD PAVEMENTS

TYPICAL PAVEMENT DETAILS


RIGID ROAD PAVEMENT

FLEXIBLE ROAD PAVEMENT


5000

TY

P50

00 T

YP

5000

TY

P50

00 T

YP

2000

0 (M

AX

)

5000 TYP 5000 TYP

(EJ)

(CJ)

(CJ)

(CJ)

(EJ)

(CJ)

(CJ)

(CJ)

DIR

EC

TIO

N O

F TR

AV

EL

NOTES

1. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT 20mMAXIMUM SPACING ON CONTINUOUS PAVEMENT.

2. TRANSVERSE CONTRACTION JOINTS TO BE PLACED AT 5mMAXIMUM SPACING ON CONTINUOUS PAVEMENT.

3. CONSTRUCTION JOINTS SHALL BE PLACED AT WORK EXTENTSWHEN JOINING ONTO ADJACENT RIGID PAVEMENTS.

SCALE 1:100

ROADWAYSDwg No.

3.1.2

ROAD PAVEMENTS

TRAFFICABLE JOINTS - PLAN



FIRST PLACED SLAB

25mm EXPANSION ALLOWANCECAP TO BE PROVIDED

R20 GALVANISED DOWEL 600mm LONG @450mm CTS IN DANLEY DOWEL MASTERCOVER OR CONNOLLY DOWEL SLEEVE

35mm DEEP SEALANTRESERVOIR AND SEALANT

10mm APPROVED SELF EXPANDING JOINT FILLER

DISCONTINUE MESH 75mmEITHER SIDE OF JOINT

SECOND SLAB

10mm WIDE SAW CUT. DEPTH TO EQUAL1/3 THE DEPTH OF THE SLAB. CUT TO BESEALED WITH FLEXIBLE SEALANT ANDBACKING ROD

NOTES:

1. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT 45m MAXIMUM SPACING.2. TRANSVERSE CONTRACTION JOINTS TO BE PLACED AT 15m MAXIMUM SPACING.

SECTION 1:10

ROADWAYSDwg No.

3.1.3

ROAD PAVEMENTSTRAFFICABLE JOINTS - EXPANSION ANDCONTRACTION JOINTS


CONTRACTION JOINT (CJ)

EXPANSION JOINT (EJ)



ALL EXPOSED CONCRETE EDGES SHALLBE ROUNDED TO A 5mm RADIUS

600mm LONG GALVANISEDN12 TIE BARS AT 500 C/C

SECTION 1:10

ROADWAYSDwg No.

3.1.4

ROAD PAVEMENTS

TRAFFICABLE JOINTS - CONSTRUCTION JOINT


CONSTRUCTION JOINT (DCJ)


600mm WIDE AC ADJUSTMENT

N12 TIE BARS 600mmLONG @ 1000mm CTS

BASECOURSE OF DGB20

SUB-GRADE COMPACTED TO 98% STD MDD (CBR4)

COMPACTED DGB20

SECTION 1:10

ROADWAYSDwg No.

3.1.5

ROAD PAVEMENTS

EDGE DETAIL - CONCRETE ROAD TO CONCRETE K&G


CONCRETE ROAD


SL82 T&B

200mm THICK 32MPa REINFORCEDCONCRETE BASE. REFER TO NOTE 1

10mm WIDE JOINTSREFER TO NOTE 5

GRANITE SETT ADHESIVE.LATICRETE 3701 + LATICRETE 290.

REFER TO NOTE 4

SLURRY BOND COAT (LATICRETE 3701 + CEMENT)REFER TO NOTE 2

30mm THICK MORTAR BED.REFER TO NOTE 3

NOTES:

1. SURFACE SHALL BE MADE PLUMB & TRUE WITHIN 3mm AND SHALL HAVE AWOODEN FLOAT FINISH.

2. MORTAR BED SHALL BE LAID WHILE THE SLURRY BOND COAT IS STILL WET &TACKY.

3. 30mm THICK MORTAR BEDDING FINISHED TO A WOOD FLOAT QUALITY. THEBEDDING SHALL BE OF MODIFIED MORTAR (3:1 SAND:CEMENT) MIXED WITHLATICRETE 3701 MORTAR ADMIX & LATICRETE 226 THICK BED MORTAR AS PERTHE MANUFACTURERS'S SPECIFICATIONS.

4. THE GRANITE SETTS SHALL BE ADHERED TO THE CURED BEDDING USING A MIXOF LATICARETE 290 PREMIUM MORTAR & LATICRETE 3701 MORTAR ADMIX ASPER THE MANUFACTURER'S SPECIFICATIONS.

5. USE MODIFIED MORTAR (3:1 SAND:CEMENT) MIXED WITH LATICRETE 3701MORTAR ADMIX, LATICRETE 226 THICK BED MORTAR TO MATCH SETTS COLOUR.

ROAD WIDTH VARIES

150mm SQUARE STONE SETTS. 60mm THICKWITH 10mm JOINTS OVER 30mm THICKMORTAR BEDDING & EXFOLIATED FINISH TOIMPROVE TRACTION.

STONE KERB

CONCRETE GUTTER

STONE KERB

CONCRETE GUTTER

SECTION 1:10

ROADWAYSDwg No.

3.1.9

ROAD PAVEMENTS

STONE SETT PAVEMENT


PLAN 1:100


FINISH PAVEMENT FLUSHWITH GUTTER

20mm THICK SAND LEVELING LAYER (4% CEMENT STABILISED)80mm THICK TRI-HEX PAVER (PAVERS TO BE SKID RESISTANT)

200mm THICK 32MPa WITH SL82 MESH T&B (50mm COVER)

100mm THICK DGB20 (98% MMDD)

COMPACT SUB-GRADE 95% STANDARD. CONFIRM CBR4 MIN

CONCRETE KERB & GUTTER

FOOTPATH

CONCRETE KERB

ROADFINISH PAVEMENT FLUSHWITH GUTTER

20mm THICK SAND LEVELING LAYER (4% CEMENT STABILISED)80mm THICK TRI-HEX PAVER (PAVERS TO BE SKID RESISTANT)

200mm THICK 32MPa WITH SL82 MESH T&B (50mm COVER)


COMPACT SUB-GRADE 95% STANDARD. CONFIRM CBR4 MIN

CONCRETE KERB

CONCRETE GUTTER

CONCRETE GUTTER

CONCRETE KERB

CONCRETE KERB

EXISTING ROAD

CONCRETE KERB

EXISTING ROAD

RO

AD

LE

NG

TH V

AR

IES

80mm THICK TRI-HEX PAVERS OVER20mm THICK SAND LEVELING LAYER

ROAD WIDTH VARIES

A A

B

B

SECTION 1:20

ROADWAYSDwg No.

3.1.10

ROAD PAVEMENTS

CONCRETE UNIT PAVEMENT


PLAN 1:100

SECTION A-A

SECTION B-B


SL82 T&B

200mm THICK 32MPa REINFORCEDCONCRETE BASE. REFER TO NOTE 1

10mm WIDE JOINTSREFER TO NOTE 5

GRANITE SETT ADHESIVE.LATICRETE 3701 + LATICRETE 290.

REFER TO NOTE 4

SLURRY BOND COAT (LATICRETE 3701 + CEMENT)REFER TO NOTE 2

30mm THICK MORTAR BED.REFER TO NOTE 3

NOTES:

1. SURFACE SHALL BE MADE PLUMB & TRUE WITHIN 3mm AND SHALL HAVE AWOODEN FLOAT FINISH.

2. MORTAR BED SHALL BE LAID WHILE THE SLURRY BOND COAT IS STILL WET &TACKY.

3. 30mm THICK MORTAR BEDDING FINISHED TO A WOOD FLOAT QUALITY. THEBEDDING SHALL BE OF MODIFIED MORTAR (3:1 SAND:CEMENT) MIXED WITHLATICRETE 3701 MORTAR ADMIX & LATICRETE 226 THICK BED MORTAR AS PERTHE MANUFACTURERS'S SPECIFICATIONS.

4. THE GRANITE SETTS SHALL BE ADHERED TO THE CURED BEDDING USING A MIXOF LATICARETE 290 PREMIUM MORTAR & LATICRETE 3701 MORTAR ADMIX ASPER THE MANUFACTURER'S SPECIFICATIONS.

5. USE MODIFIED MORTAR (3:1 SAND:CEMENT) MIXED WITH LATICRETE 3701MORTAR ADMIX, LATICRETE 226 THICK BED MORTAR TO MATCH SETTS COLOUR.

150mm WIDE FLUSHCONCRETE KERB


COMPACTED SUB-GRADE 95%STANDARD. CONFIRM CBR4 MIN

ROAD

ROAD WIDTH VARIES

150mm SQUARE STONE SETTS. 60mm THICKWITH 10mm JOINTS OVER 30mm THICKMORTAR BEDDING & EXFOLIATED FINISH TOIMPROVE TRACTION.

STONE KERB

CONCRETE GUTTER

STONE KERB

CONCRETE GUTTER

1500

KERB RAMP

FOOTPATH

KERB RAMP

FOOTPATH

NOTE:THE USE OF THIS TREATMENT ISSUBJECT TO RMS' APPROVAL

FLUSH CONCRETE KERB

FLUSH CONCRETE KERB

SECTION 1:10

ROADWAYSDwg No.

3.1.11

ROAD PAVEMENTSFLUSH PAVING PEDESTRIAN CROSSING


PLAN 1:100


3500 50

MIN 200mm THICKREINFORCED (2 LAYERS SL82)32Mpa CONCRETE

ROADWAYROAD SETTS LAYOUT

AND DIMENSIONS TO BEDETERMINED

APPROXIMATELY150

NOTE:

1. RAMP CONCRETE TO BE COLOURED BLACK WITH OXIDE

2. PIANO KEY LINE MARKING TO BE IN ACCORDANCE WITH AS1742

SECTION 1:25

ROADWAYSDwg No.

3.1.12



ROAD PAVEMENTS

ROAD INTERSECTION RAMPS(GEORGE ST PEDESTRIAN ZONE)

A A

B

B

KERB

GUTTER

AC THRESHOLDREFER CROSS SECTIONS

STAMPED AC TO BE "STREETPRINT" ORAPPROVED EQUIVALENT WITH 203 x 203mmOFFSET TILE PATTERN (20-61-500) ANDCOLOURED WITH SANDSTONE BASE ANDFLECKS (2-15mm Ø) OF FAWN (MAX 10%COVERAGE), MIDNIGHT BLUE (MAX 10%COVERAGE) AND DOWN TO EARTH (MAX 10%COVERAGE) UNLESS NOTED OTHERWISE

PIANO KEY LINEMARKING TO AS1742.13

AC10 - 25mm THICK

AC25 - THICKNESS VARIESKEY INTO EXISTINGPAVEMENTEXISTING ROAD

1500 5500 1500

75 (

BU

S R

OU

TES

)10

0 (O

THE

R)

KEY INTO EXISTINGPAVEMENT

EXISTING ROADTO REMAIN

EXISTING ROAD




AC10 - 25mm THICK

AC25 - THICKNESS VARIES

EXISTING KERBAND GUTTER


750 VARIES 750

SECTION B-B

PLAN 1:100

ROADWAYSDwg No.

3.2.1

PCTC

RAISED PLATFORM - ASPHALT

SECTION A-A

NOTE

1. PIANO MARKINGS ARE TO BE APPLIED ONTO THERAMP AND NOT ONTO THE PRECEDING ASPHALT.

2. ON FLAT GRADES A 0.3m DRAINAGE CHANNEL MAYBE REQUIRED.



KERB

CONCRETE RAISED THRESHOLDREFER CROSS SECTIONS

EXPANSION JOINT.FOR DETAILS REFER TO TRAFFICABLEJOINTS STANDARD DRAWINGS

APPLY TOOLED JOINTSAT CHANGES IN GRADE

A A

B

B

STENCIL CONCRETE WITH 200 x 200mmOFFSET TILE PATTERN AND COLOUREDWITH SANDSTONE BASE AND FLECKS(2-15mm Ø) OF FAWN (MAX 10% COVERAGE),MIDNIGHT BLUE (MAX 10% COVERAGE) ANDDOWN TO EARTH (MAX 10% COVERAGE)UNLESS NOTED OTHERWISE

GUTTER

A A

B

B


15001500 5500

EXISTING ROAD

75 (

BU

S R

OU

TES

)

100

(OTH

ER)

CONCRETE ROAD 200mm THICK, 32MPa.FINISHED SURFACE RAISED ABOVE

EXISTING SURFACE BY 75mm FOR BUSROUTES OR 100mm FOR NON-BUS ROUTES

SL72 T&BEXISTING ROAD

750 750VARIES

CONCRETE ROAD 200mm THICK, 32MPa. FINISHEDSURFACE RAISED ABOVE EXISTING SURFACE BY 75mmFOR BUS ROUTES OR 100mm FOR NON-BUS ROUTES

SL72 T&BEXISTING KERBAND GUTTER


ROADWAYSDwg No.

3.2.2

PCTC

RAISED PLATFORM - CONCRETE


SECTION B-B

PLAN 1:100

SECTION A-A

NOTE



SECTION 1:50


80mm THICK PAVER ON 20mm THICKSAND BED, STRETCHER BOND PATTERN

KERB


GUTTER

CONCRETE RAISED THRESHOLDREFER CROSS SECTIONS

EXPANSION JOINT IN CONCRETEBASE SLAB, FOR DETAILS REFERTO TRAFFICABLE JOINTSSTANDARD DRAWINGS

APPLY TOOLED JOINTSAT CHANGES IN GRADE

A A

B

B

A A

B

B

1500

100

5500 150075 (

BU

S R

OU

TES

)10

0 (O

THE

R)

EXISTING ROADSL72 T&BEXISTING ROAD

PAVER INFILL OVER 200mm THICK CONCRETEBASE, 32MPa. FINISHED SURFACE RAISEDABOVE EXISTING SURFACE BY 75mm FOR BUSROUTES OR 100mm FOR NON-BUS ROUTES.

750 VARIES 750100



SL72 T&B

PAVER INFILL OVER 200mm THICK CONCRETEBASE, 32MPa. FINISHED SURFACE RAISEDABOVE EXISTING SURFACE BY 75mm FOR BUSROUTES OR 100mm FOR NON-BUS ROUTES.

ROADWAYSDwg No.

3.2.3

PCTC

RAISED PLATFORM - PAVER IN-FILL


SECTION B-B

PLAN 1:100

SECTION A-A

NOTE



SECTION 1:50


A A

B

B

KERB

GUTTER

AC THRESHOLDREFER CROSS SECTIONS

STAMPED AC TO BE "STREETPRINT" ORAPPROVED EQUIVALENT WITH 203 x 203mmTILE PATTERN (20-61-500) AND COLOUREDWITH SANDSTONE BASE AND FLECKS(2-15mm Ø) OF FAWN (MAX 10% COVERAGE),MIDNIGHT BLUE (MAX 10% COVERAGE) ANDDOWN TO EARTH (MAX 10% COVERAGE)UNLESS NOTED OTHERWISE


15001500 5500

75 (

BU

S R

OU

TES

)

100

(OTH

ER)SL82 T&B

EXISTING ROAD

AC25 - THICKNESS VARIESSL82 T&B


EXISTING ROAD

200mm THICK CONCRETERAMP, 32MPa


AC10 - 25mm THICK

750 750VARIES

AC25 - THICKNESS VARIESSL82 T&B SL82 T&B


AC10 - 25mm THICK





ROADWAYSDwg No.

3.2.4

PCTC

RAISED PLATFORM - ASPHALT WITH CONCRETE RAMPS


SECTION B-B

PLAN 1:100

SECTION A-A

NOTE



SECTION 1:50


TEMPORARY RESTORATION

50 mm COLD MIX/AC20 (AUSPEC 1142)

STABILISED SAND (14:1) COMPACTED INLAYERS NOT GREATER THAN 150 mm

VARIES

VA

RIE

S

2000

MA

X

50

NOTES:

1. MINIMUM TRENCH RESTORATION WIDTH IS 2m.2. MINIMUM LOCALISED PATCH RESTORATION AREA IS 2m².

CLEAN SAND (COMPACTION TO UILITYAUTHORITY SPECIFICATION)

100 - 300 OR ACCORDING TO SERVICEAUTHORITY

EXISTINGPAVEMENT

100

50 mm COLD MIX/AC20 (AUSPEC 1142)

SAND CEMENT MIX

VARIES

50

EXISTINGPAVEMENT

EXISTING STORMWATER KERB OUTLET

SECTION 1:20

ROADWAYSDwg No.

3.3.1

PAVEMENT RESTORATIONTYPICAL TEMPORARY TRENCH RESTORATION DETAILS



CONCRETE ROAD

50mm AC14 (NOTE 1)

SL82 60mm COVEREPOXY FIXED N12 TIE BARS MIN 600 mmLONG @ 600 mm CTS CENTRALLY

LOCATED WITH 250 mm MIN EMBEDMENT

40MPa CONCRETE BASE

STABILISED SAND (8:1 SAND/CEMENT)

200

VARIES

100mm DGB20 - COMPACTEDTO 98% STD MDD

200

CLEAN SAND (COMPACTION TO UTILITYAUTHORITY SPECIFICATION)

EXISTINGPAVEMENT

ASPHALT ROAD

200

MIN

200

MIN

50

100100 MM THICK AC 20

DGB COMPACTED TO98% STD MDD

STABILISED SAND (8:1 SAND/CEMENT)COMPACTED IN LAYERS NOT GREATER

THAN 150 mm

50 mm AC14 (NOTE 1)


NOTES:

1. THICKNESS OF AC14 FOR NON REGIONAL ROAD SHALL BE 50 mm

200

EXISTINGPAVEMENT

SECTION 1:20

ROADWAYSDwg No.

3.3.2

PAVEMENT RESTORATIONTYPICAL PERMANENT TRENCH RESTORATION -ASPHALT & CONCRETE


Rev Date Approved

C

22.06.16 P S

STONE SET PAVEMENT

CONCRETE UNIT PAVEMENT

200

MIN

200

MIN

VARIES

200

MIN

200

MIN20

0

VARIES

100mm DGB20 COMPACTED TO 98% STDMMD

N12 DOWELS MIN. 600mmLONG @ 600mm CTS

CENTRALLY LOCATED


REFER TO CONCRETE UNIT PAVEMENTDETAILS FOR SURFACE LAYER DETAILS

40MPa CONCRETE BASE

SL82 60mm COVER

100mm DBG20 COMPACTED TO 98% STDMMD

N12 TIE BARS MIN. 600mm LONG@ 600mm CTS CENTRALLY

LOCATED


40MPa CONCRETE BASE

SL82 50mm COVER

ROAD FINISH TO MATCH SURROUNDING ROAD FINISHES


NOTES:

1. THICKNESS OF AC14 FOR NON REGIONAL ROAD SHALL BE 50 mm2. WHERE RESTORATION ZONE INCLUDES EXISTING EXPANSION

JOINTS, THE EXPANSION JOINTS SHALL BE RESTORED TO AS PERNEW DOWEL'S CONSTRUCTION DETAILS

3. REFER TO DWG 3.3.10 FOR EXPANSION JOINT DETAIL


EXISTING PAVEMENT

EXISTINGPAVEMENT

EXISTINGEXPANSIONJOINT

DOWELS AS

SECTION 1:20

ROADWAYSDwg No.

3.3.3

PAVEMENT RESTORATION

TYPICAL PERMANENT TRENCH RESTORATION - PAVED


Rev Date Approved

C

PS22.06.16

FOOTPATH - PERMANENT RESTORATION

200

MIN

200

MIN

200

VARIES

100 mm DGB20 COMPACTED TO98% STD MMD

N12 DOWELS MIN. 600mm LONG @600mm CTS CENTRALLY LOCATED

STABILISED SAND (14:1 SAND/CEMENT)COMPACTED IN LAYERS NOT GREATER

THAN 150mm

MATCH EXISTING SURFACE FINISHES

25 MPa CONCRETE TO MATCHEXISTING FOOTPATH

SL72 MESH 50mm COVER

CLEAN SAND COMPACTED TO SERVICEAUTHORITIES SPECIFICATION

100-300 mm THICK OVER SERVICES INACCORDANCE WITH UTILITIES

SPECIFICATION

100

SECTION 1:20

ROADWAYSDwg No.

3.3.4

PAVEMENT RESTORATION

TYPICAL PERMANENT TRENCH RESTORATION -FOOTPATH


Rev Date Approved

22.06.16PS

C

FIRST PLACED SLAB

32mm EXPANSION ALLOWANCECAP TO BE PROVIDED

R28 GALVANISED DOWEL 600mm LONG @600mm CTS IN APPROVED DOWEL SLEEVE (32mm DIA MIN)

35mm DEEP SEALANTRESERVOIR AND SEALANT

10mm APPROVED SELF EXPANDING JOINT FILLER


EXISTING SLAB

NEW PLACED SLAB

N28 GALVANISED TIE BARS 600mm LONG @600mm CTS IN APPROVED DOWEL SLEEVE (32mm DIA MIN)


EXISTING SLAB

EXPANSION JOINT (EJ)

DRILL & EPOXY BARSINTO EXISTING SLAB

DRILL & EPOXY BARSINTO EXISTING SLAB

CONSTRUCTION JOINT (CJ)

SECTION 1:10

ROADWAYSDwg No.

3.3.10

PAVEMENT RESTORATIONTRAFFICABLE JOINTS - EXPANSION ANDCONSTRUCTION JOINTS


Rev Date Approved

22.06.16A

PS

FOOTPATH WIDTH VARIESROAD

FRONT OF KERB

NOTE:

1. WHEREVER POSSIBLE FIXTURES SHOULD BE LOCATEDTO ALIGN FIXING POINTS WITH PAVING JOINTS TOMIMIMISE CUTTING THROUGH PAVING UNITS. SETFIXTURES FURTHER APART (CLEARANCE MIN. 300 mm)AS REQUIRED TO ALIGN WITH PAVING JOINTS.

2. SUFFICIENT SPACE SHOULD BE ALLOWED BETWEENFIXTURES ACCOMMODATE BELOW GROUND FOOTINGAND FIXINGS.

3. ALLOW FOR MORE ADEQUATE CLEARANCE IN RELATIONTO FIXTURE USAGE AS REQUIRED.

4. EG. AT TELEPHONE BOOTHS AND FOR BIKE RACK/RING.5. FIXTURES SHOULD BE LIMITED IN CLOSE PROXIMITY TO

PEDESTRIAN CROSSING POINTS TO MINIMISEOBSTRUCTION.

FRO

NT

OF

SE

AT

BA

CK

OF

SE

AT

600

600

600

MIN

120

0M

IN 1

200

MIN

120

0M

IN 1

200

MIN

120

0M

IN 1

200

TELEPHONE BOOTH (ALLOWSPEOPLE TO WAIT ADJACENTTO TELEPHONE BOOTH SO ASNOT TO OBSTRUCT FOOTWAY)

PEDESTRIAN LIGHT POST

SEAT

BIN

PARKING METER

POST BOX

POLE MOUNTED BIKE RACK

SIGN

600

600

600

600

MIN

120

0

PLAN 1:100

FURNITUREDwg No.

4.1.1

FIXTURES

TYPICAL LAYOUTS - FIXTURE ALIGNMENTS



FURNITUREDwg No.

4.2.1

SEATS

SEAT - SHEET 1


SECTION

Rev D

Date 26.09.2018

Approved P G

SL82 MESH TOP & BOTTOM30mm COVER

FOOTPATH PAVEMENTAS SPECIFIED

250mm CONCRETE

20mm NON-SHRINK GROUT

BENCH

30mm THICK PAVERSLOCALLY OVER THE PLATE

NON-SHRINK EPOXY MODIFIED FILLERGROUT COLOUR TO MATCH THE PAVERS

M10 CHEMICAL ANCHORS TOMANUFACTURER'S SPECIFICATIONS

SEAT - BACKREST TOWARDS KERB

(UNLESS SPECIFIED OTHERWISE)

KERB

600

850

250

FROM FACE OF KERB

1:10

BACK OF SEAT

FOOTING UNDER SHOWN DASHED

FACE OF KERB

SEAT POST

1800

BENCH

FOOTPATH PAVEMENTAS SPECIFIED

20mm NON-SHRINK GROUT

30mm THICK PAVERSLOCALLY OVER THE PLATE

NON-SHRINK EPOXYMODIFIED FILLER GROUTCOLOUR TO MATCH THEPAVERSM10 CHEMICAL ANCHORSTO MANUFACTURER'SSPECIFICATIONSG.L.

SEAT OUTLINE

SEAT BASEPLATE

2000

2500

2500

250

600

330

PLAN1:20

FURNITUREDwg No.

4.2.2

SEATS

SEAT - SHEET 2


Rev D

Date 26.09.2018

Approved P G

SECTION1:20

100

600650

150

650

150

PLAN1:20

FURNITUREDwg No.

4.3.1BIN ENCLOSURE


FAC

E O

F B

IN

FOOTING UNDER

SHOWN DASHED

FACE OF KERB

VIEWS 1:20

DOOR SWING AREA

Rev D

Date 26.09.18

Approved P G

PAVEMENT ASSPECIFIED

SL72 MESH 100mmCOVER FROM TOP

150mm CONCRETE F'c 32 MPa

BIN ENCLOSURE

BIN ENCLOSURE

SL72 MESH 100mmCOVER FROM TOP

150mm CONCRETE F'c 32 MPa

M16 CHEMICAL ANCHORS TOMANUFACTURER'S SPEC

CHEMICAL ANCHORS

SECTION1:20

600

DIA 2420mm THICK PLATE

DRILL 28 DIA HOLE 200mm LONG

6pc

33.7 x 2.6 CHS

168 x 4.8 CHS GALVANIZED

5N12

N12-300HELICAL TIE

INSTALLATION DETAIL 1 INSTALLATION DETAIL 2

TOP VIEW

0.35

0.35

0.50

1.20 800

600

MASS CONCRETE

AS PER REQUIRED FOR PAVEMENT DESIGN

GALVANIZED M20 FIXEDWITH CHEMICAL ADHESIVE / HILTI RE.500OR APPROVED EQUIVALENT

20mm NON-SHRINKGROUT CHEMICAL ANCHOR

DRILL 28 DIA HOLE 200mm LONG

32 MPa CONCRETE(MAX AGGREGATE SIZE: 10mm)

168 x 4.8 CHS WELDED TO BASE PLATE(6mm FILLET WELD ALL AROUND)

FINISHED LEVELS

10mm ABLEFLEX

MASTIC FILLERMASTIC FILLER

FURNITUREDwg No.

4.4.1

BOLLARDS

ANTI-VEHICULAR BOLLARD - FIXED


PLAN 1:20

Rev D

Date 26.09.18

Approved P G

SECTION 1:20

PAVEMENT TO SUIT CITY'S SPECIFICATIONS

200mm THK CONCRETE

SOLID BOLLARDFIXED/REMOVABLE

AS PER REQUIRED FORPAVEMENT DESIGN

10mm ABLEFLEX

600

450

SECTION 1:10

FURNITUREDwg No.

4.4.2SOLID BOLLARD


Rev C

Date 26.09.18

Approved P G

CONCRETE MASS FOOTINGTO MANUFACTURERS

SPECIFICATIONS

PAVEMENTSOCKET (PS2)

BASE PLATE TO BOLLARDAS SPECIFIED - LEVELLINGGROUT PAD UNDER

LUG POSITION

SFA POWDER COATED GREY

CHEMSET BOLT TOMANUFACTURERSRECOMMENDATIONS

BOLLARD

SFA POWDER COATED GREY

LUG POSITION

15mm SET DOWNTO SLAB

CUT CONCRETE UNITSTO PROVIDE BUTT

JOINT TO BOLLARD

BASE PLATE TO BOLLARD ASSPECIFIED - LEVELLING

GROUT PAD UNDER315

CHEMSET BOLT TOMANUFACTURERSRECOMMENDATIONS

PAVEMENT SOCKET PLAN

FIXED BOLLARD

REMOVABLE BOLLARD

215

400

PAVEMENT SOCKET ELEVATION

15mm SET DOWN TO SLAB

REFLECTIVE TAPE

REFLECTIVE TAPE

FOOTPATH

FOOTPATH

CONCRETE FOOTINGTO MANUFACTURERS

SPECIFICATION

SCALE 1:10

FURNITUREDwg No.

4.4.3

BOLLARDS

HERITAGE



1%1%

1%

FURNITUREDwg No.

4.5.1BUBBLER INSTALLATION DETAIL


SECTION 1:10

Rev B

Date 26.09.2018

Approved P G

800x800x250 FOOTINGWITH SL82 MESH 50mm COVER

SIDE VIEW

FRONT VIEW

800

250

10mm MASTIC FILLERCOLOUR TO MATCH THE PAVERS


800

250

PAVED AS SPECIFIED

BUBBLER


BUBBLER

ELECTRICAL POLYMERCOVER STRIP

COMMUNICATIONSMARKER TAPE

FINISHED GROUND LEVEL

1 2 3

FOOTPATH

4 5 6

ELECTRICAL POLYMERCOVER STRIP

COMMUNICATIONSMARKER TAPE

FINISHED GROUND LEVEL

1 2 3

4 5 6

ROAD

50 TYP

250

MIN

100

600

MIN

50 T

YP

100

50 TYP

50 TYP

50 TYP

100

50 T

YP

50 TYP

400

MIN

750

MIN

TYPICAL ELECTRICAL & COMMSCONDUIT ARRANGEMENT (FOOTPATH)

TYPICAL ELECTRICAL & COMMSCONDUIT ARRANGEMENT (ROAD)

50 TYP

1 x Ø63mm UPVC ORANGE CONDUIT FORSTREET LIGHTING & POWER.2 x Ø63mm UPVC ORANGE CONDUIT FORPOWER PROVISION FOR FUTURE USE.

3 x Ø50mm UPVC WHITE CONDUITFOR COMMUNICATIONS CABLING.PROVISION FOR FUTURE USE

1 x Ø63mm UPVC ORANGE CONDUITFOR STREET LIGHTING & POWER.2 x Ø63mm UPVC ORANGE CONDUITFOR POWER PROVISION FORFUTURE USE.

3 x Ø50mm UPVC WHITE CONDUITFOR COMMUNICATIONS CABLING.PROVISION FOR FUTURE USE

100

SECTION 1:10

LIGHTINGDwg No.

5.1.1

GENERAL

CONDUITS IN FOOTWAY AND CARRIAGEWAY



SCALE: NTS

LIGHTINGDwg No.

5.1.2

GENERAL

"ROCKS" TYPE COLUMN INCLUDING FOOTINGS



700 mm

700

mm

695

mm

1500

mm

75 mm

150 mm 150 mm

STAINLESS STEELPADLOCKABLE SWINGHANDLE

CHROME PLATTEDNUT SEALABLE

GALVANIZED PLINTH

CHROME PLATTEDLIFTING HANDLE

ANTI CONDENSATIONHEATER MOUNTEDON DIN RAIL

STAINLESS STEELPINTLE HINGE

FRONT ELEVATION(WITH DOORS FITTED)

700 mm

600x600x6mmMETER PANELFIXED WITH FLAPHINGES

THERMOSTAT

36WAY E&N LINK

WELDED CABLETRAY

INCOMING CABLETERMINAL

4x50mmBUSHED HOLESFOR INCOMINGCABLES

WELDED CABLETRAY

REMOVABLEGEARPAN

GALVANIZED PLINTH

695m

m70

0 m

m30

mm 400mm

475mm

FIT SCHEDULE HOLDERTO BACK OF DOOR

FRONT ELEVATION(WITH DOORS REMOVED)

GLAND PLATE GLAND PLATE

SECTION A-A

STREET LIGHTING MAIN SWITCHBOARDSUPPLY FED FROM: TO BE ADVISED

SUBMAIN:

CITY OF SYDNEYSITE LOCATIONSITE LOCATION

SWITCHBOARD & MANUFACTURERDETAILS. REFER TO CoS STREETLIGHTING STANDARD SECTION B8

ENERY AUTHORITYMETER ENCLOSURE MAIN ISOLATOR

GPO DISTRIBUTIONSECTION

LIGHTINGDISTRIBUTION

SECTION

MINOR EQUIPMENT SCHEDULEITEMS DESCRIPTION REFERENCE PART NO. QTY

SERVICE FUSES

THREE PHASE METER

SERVICE METER NEUTRAL LINK

MAIN ISOLATOR

3P 12-WAY COMB BUSBAR

3P 24-WAY COMB BUSBAR

36 WAY BRASS LINKS

ANTI CONDENSATION HEATER

THERMOSTAT

FUSE

A-O-M SWITCH

CONTRACTOR (C1)

TERMINAL

SS316 PADLOCKABLE HANDLE

MCB

MCB

MCB

IPD SERIES 7 SERVICE FUSE BACK CONNECTION + FUSE LINK #S71002BBWAI+RHLF100

SUPPLIED AND FITTED BY OTHERS

NETEC SEALABLE LINKS 3x35 & 2x16mm #AN100S-535-B

SCNEIDER 3P 12-WAY 100A COMB BUSBAR WITH ENDCAP #SN-A9XPH312

36 WAY N&E BRIBAR LINKS #DB-BRASSLINK-36

IPD - 15W ANTICONDENSATION HEATER #RACP-15

IPD - 100 - 250V AC 1NC THERMOSTAT #TRT-10A230V-NC

FUSE CARRIER #ACC-FUS-C10G10A FUSE LINK #ACC-FUS-10G-10

TELUX DIN RAIL MOUNTED 20A NON-LOCABLE 2P SWITCH #M10HEU1-SMA

LS CONTRACTOR 3P N/O AC3-85A 240V #BX-MC-85A

TERMINAL 2.5MM GREY #ACC-TERM-GREY-2.5

SWING HANDLE PADLOCKABLE - SS316 #GEN-HANDLE -SH-PL-316

SCHNEIDER - 1P 6A 6kA MCB C - CURVE #SN-A9F44106

SCHNEIDER - 3P 25A 6kA MCB C - CURVE #SN-A9F44350

SCHNEIDER - 2P 20A 10kA MCB WITH 30mA RCD PROTECTION C-CURVE

SCNEIDER 3P 12-WAY 100A COMB BUSBAR WITH ENDCAP #SN-A9XPH324

1 2 3 4 5 6 7 8 9 10 1112

131415161718192021 22 2324252627 28293031 323334 3536

AUTO

METERINGEQUIPMENT ONLY

E3 E3

N N

HOLDER FUSE ALSTOMSERIES 7

S71002BBWAI

Colour - White - BlackSize- 200x40mm

1 OFF Colour - White - BlackSize- 200x50mm

1 OFF


1 OFF

Colour - Black - WhiteSize- 80x25mm

1 OFF


1 OFF


1 OFF

10mm

5mm

5mm

10mm

10mm

10mm

10mm

10mm

6mm

6mm

6mm

6mm

6mm

LIGHTINGDwg No.

5.1.3Rev CDate 14.03.2016Approved P G

NOTE:TO BE READ IN CONJUNCTION WITH DRAWING 5.1.4NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED

GENERALTHREE PHASE SWITCHBOARD DETAILS &SCHEMATICS (SHEET 1)

DOORS AND ESCUTCHEONS: 1.5mm GRADE 316 STAINLESS STEEL

OTHER BRACKETS: 1.6mm ZINC SEALED MILD STEEL MIN

BOTTOM GLAND PLATE: 6mm METER PANEL

FORM OF SECREGATION: FORM 1 - TO AS3439.1 - 2002

DEGREE OF PROTECTION: IP - 66 - REFER TO WEATHER PROOFING DETAIL

FAULT RATING: 6kA FOR 1 SECOND

FINISH:PREPERATION: DE-SCALE & DE-GREASE

EXTENRAL COLOUR: NATURAL FINISH

INTERNAL COLOUR: NATURAL FINISH

REMOVALBLE GEAR PANS & ESCUTCHEON: GLOSS WHITE

PLINTH: GALVANISED

LABELS: ENGRAVED PLASTIC LAMINATEFIXING: DOUBLE SIDED ADHESIVE & STAINLESS STEEL SCREWSCOLOUR: AS SHOWN

CONTROL WIRING: MINIMUM 1.5mm Cu V90POWER WIRING: MINIMUM 2.5mm Cu RE110 DOUBLE INSULATEDWIRE MARKERS: STANDARD FERRULESTERMINATIONS: BARE CABLE ENDS. WHERE TERMINALS REQUIRE LUGS, BOOTLACE

FERRULES OR PRE-INSULATED RING LUGS. FORK LUGS SHALL NOT BE USEDCOLOUR: 240 AC - PHASE COLOURED

NEUTRAL - BLACK EARTH - GREEN/YELLOW

CONSTRUCTION: FLOOR MOUNTED, FRONT CONNECTED, RATED AT 100ACABINET: 2mm 316 STAINLESS STEEL, FOLDED &

WELDED/MODULAR BOLTED CONSTRUCTION

DOOR

NEOPRENE GASKET

WEATHER PROOF CHANNEL

SWITCHBOARD CABINET

WEATHER PROOFING DETAIL

NOTES:MAIN ISOLATOR TO BE LOCATED IN THEENERGY AUTHORITY SECTION. BUS COMBTO BE FIXED SECURELY TO THE BUSBAR.

CONSTRUCTION NOTES:

160AMAIN ISOLATOR

20A 30mA RCD FOR GPO ON SMART POLES

100ASERVICE FUSE

SINGLE LINE DIAGRAM

ANTICONDENSATION HEATERSCHEMATIC DIAGRAM

PE CELL LIGHTING CONTROLSCHEMATIC DIAGRAM

E3 METER WIRING SCHEMATIC

GPO DISTRIBUTIONSECTION

LIGHTINGDISTRIBUTION SECTION

TO HEATER CIRCUIT

25mm Cu RE110 DOUBLE INSULATED CABLE

INCOMING SUPPLY

TOLIGHTINGCONTROL

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

CB12

16A MCB

25A 3P MCB

F1

10A

1 OFF

INCOMINGSUBMAINS

N A B C

N A B CE

EA

RTH

STU

D

SE

RV

ICE

NE

UTR

AL C

AB

LE

SE

RV

ICE

AC

TIVE

CA

BLE

SE

RV

ICE

AC

TIVE

CA

BLE

SE

RV

ICE

AC

TIVE

CA

BLE

kWhE3

a a b b c c N

250AMAIN ISOLATOR

TO 3 PHASE BUSCOMB

100A

100A

100A

25mm² Cu DOUBLE INSULATED CABLE

4mm² Cu CABLE

SEALABLE METERNEUTRAL LINK

OU

TPU

T NE

UTR

AL LIN

K

OU

TPU

T EA

RTH

LINK

M.E.N

25mm Cu CABLE

N A B C

2.5mm Cu TPI CABLE

TO NEUTRAL

HEATER

GREEN/YELLOW

A N

THERMOSTAT10/32A

F1 H-1 H-2

E

REMOTE PE CELL

N12 A2 A1 CB12CB12

N12 [A2] [A1]

SS1

2 [4] [3] 3 A3

2 [2] [1] CB12

C1

16A MCB

MA

NU

AL

OFF

AU

TO

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

31

32

33

34

35

36

C1

LIGHTINGDwg No.


GENERALTHREE PHASE SWITCHBOARD DETAILS &SCHEMATICS (SHEET 2)


FOOTPATH SLABPENETRATION

150mm(W) CONCRETE BEAM

SMARTPOLE FOOTING ASPER STRUCTURAL

ENGINEERS SPECIFICATION

℄

750@ MIDBLOCKOR 1000@

INTERSECTIONS

KERB

K(F)

G.L

6 SMARTPOLE HD BOLTS/RAGBOLT ASSEMBLY

NON SHRINK GROUT

Ø50mm TELECOM COMMUNICATIONSCONDUIT TO BE CAPPED OFF.

Ø50mm STREET LIGHTINGCOMMUNICATIONS CONDUIT

2 x Ø63mm ELECTRICALSTREET LIGHTING CONDUIT

IF APPLICABLE, Ø80mm RMSCONDUIT IN THE DIRECTION OF THE

NEAREST RMS PIT. REFER TO NOTE 3

21070

50

20

WEAK CEMENT MORTAR 1:5 MIX

SMARTPOLE

TE

RMS

E

KERB

ROAD

IN THE DIRECTIONOF THE NEAREST TELSTRA PIT

IN THE DIRECTION OF THE NEARESTRMS PIT. REFER TO NOTE 3.

Ø50mm TELECOM COMMUNICATIONSCONDUIT TO BE CAPPED OFF.

Ø63mm ELECTRICAL STREETLIGHTING CONDUIT


CONDUIT CONNECTED FROM ADJACENTSTREET LIGHTING POLE OR SWITCHBOARD

CONNECTED TO CoS STREETLIGHTING CONDUITS


Ø63mm ELECTRICAL STREETLIGHTING CONDUIT

SMARTPOLE FOOTING AS PERSTRUCTURAL ENGINEERS SPECIFICATION

Ø200mm MAX AREAFOR CONDUITS

750

/ 100

0mm

IF APPLICABLE,Ø80MM RMS CONDUIT

C

PLASTIC ELECTRICAL PIT715 x 410 x 800mm

A


40

AS

CLO

SE

AS

PR

AC

TIC

AL


CABLING

100 100

SECTION A-A

CONDUIT ARRANGEMENTS AT POLE BASE

PLAN 1:20

LIGHTINGDwg No.

5.1.5

GENERAL

CONDUITS ARRANGEMENT AT POLE BASE



SECTION 1:20

FOOTPATH PAVEMENT

STANDARD CONDUITDEPTH FOR PATHWAYS

PLASTIC ELECTRICAL PIT715 x 410 x 800mm

CONDUITS LOWER FORROAD CROSSING

SCALE 1:20

CLASS C INFILLPIT LID

250

MIN

400

MIN

COMMS CONDUIT

COMMS CONDUIT

ELECTRICAL CONDUIT ELECTRICAL CONDUIT

FOOTPATHROAD

CLASS D INFILLPIT LID

ROAD PAVEMENT

750

MIN

600

MIN

LIGHTINGDwg No.

5.1.6

GENERAL

GENERAL LIGHTING PIT ARRANGEMENT



LIGHTINGDwg No.



GENERALSINGLE PHASE SWITCHBOARD DETAILS &SCHEMATICS (SHEET 1)

LIGHTINGDwg No.


GENERALSINGLE PHASE SWITCHBOARD DETAILS &SCHEMATICS (SHEET 2)


100

100

100 100

1650

300

600

450

300

100

400

730 820 1900 820 730

5000

5040

015

0

100mm typ.

100m

m ty

p.

820 1900 820

NOTES

1. TEXT HEIGHTS AND WIDTHS AS SHOWN.2. TEXT SHALL BE CENTRALLY LOCATED.3. TEXT SHALL BE IN GREEN LETTERING ON A WHITE BACKGROUND

WITH A 100mm WIDE WHITE BORDER.4. CHEVRON MARKING SHALL BE 400mm WIDE GREEN STRIPS WITH

100mm WIDE WHITE LINES AS SHOWN.5. CHEVRON LINES SHALL BE AT A 45° ANGLE TO THE KERB AS

SHOWN.6. ALL DIMENSIONS ARE IN UNIT MILLIMETRES.7. MARKING SHALL BE ALIGNED FLUSH WITH GUTTER LIP.

SIGNAGEDwg No.

6.1.1

PAVEMENT MARKING

CAR SHARE LINE MARKING


Rev C

Date 15.02.17

Approved P S

GUTTER

FOOTPATH

SCALE 1:25

KERB

ASPHALT ROADWAY

450m

m G

UTT

ER

OVERALL PLANN.T.S

TEXT ALIGNMENT PLAN

SCALE 1:40LINEMARKING PLAN

LOGO HEIGHT 161 42

239

1

101

621

CAP HEIGHT 105M

IN 1

40m

m42 18

NUMERALNUMERAL 39

45V

ISA

BLE

LE

NG

TH V

AR

IES

905/

1005

/110

5/12

05

TYP

OG

RA

PH

Y

STR

EE

T N

AM

E A

ND

NU

ME

RA

LS S

ET

IN G

ILL

SA

NS

RE

GU

LAR

CA

P H

EIG

HT

IS 1

05m

m N

UM

ER

AL

HE

IGH

T IS

44m

m

CO

LOU

RS

LETT

ER

ING

/LO

GO

IS C

UT

WH

ITE

772

5/10

VIN

YL

ON

GR

EE

N A

S27

00 G

11 B

OTT

LE G

RE

EN

FIE

LD

CO

NS

TRU

CTI

ON

MA

TER

IAL

IS 6

mm

ALU

MIN

IUM

SA

ND

ED

TH

EN

AC

ID W

AS

HE

D F

OLL

OW

ED

BY

A T

WO

PA

CK

ETC

H P

RIM

ER

, TH

AN

A T

WO

PA

CK

PO

LYU

RE

THA

NE

TO

AS

TAN

DA

RD

CO

LOU

R.

GR

AP

HIC

AP

PLI

ED

TH

EN

CO

ATE

D IN

A T

WO

PA

CK

AN

TI-G

RA

FFIT

I CLE

AR

CO

AT

37

PLAN 1:5

SIGNAGEDwg No.

6.2.1

SIGNAGE

STANDARD STREET NAME BLADES



710

200

MIN

200

MIN

710

200

MIN

200

MIN

350

MIN

KERB

GUTTER


50mm NB CHS SIGN POST

20MPa CONCRETE EMBEDMENT200mm ALL AROUND

LOC-SOCKET TO BE INSTALLED TOMANUFACTURERS SPECIFICATION

KERB

GUTTER


50mm NB CHS SIGN POST

20MPa CONCRETE EMBEDMENT200mm ALL AROUND

LOK-SOCKET INSTALLATION

DIRECT CONCRETE EMBEDMENT

SECTION 1:20

SIGNAGEDwg No.

6.2.2

SIGNAGE

SIGN POST INSTALLATION



12

3

4

SIGNSDwg No.

6.3.1Rev ADate ------Approved P S

Casting Component:

Braille Component:

Tactile Letters Component:

Base Component:

COMPONENTS:

4

3

2

1

TACTILE/BRAILLE SIGNAGEMATERIALS & COLOURS

NOTE:1. TACTILE BRAILLE SIGNS SHALL BE INSTALLED ON EVERY POLE WHERE TRAFFIC SIGNAL PUSH BUTTON EXISTS OR BEING

INSTALLED. REFER TO 'LEGIBLE SYDNEY DESIGN MANUAL' FOR DETAILED SPECIFICATIONS.2. SIZE, TYPE ,CONTENT, LOCATION, MATERIAL AND INSTALLATION DETAILS OF ANY SIGNS SHALL BE SUBMITTED AND APPROVED

BY CITY'S ELECTRICAL AND STREET FURNITURE'S ASSET MANAGEMENT TEAM.3. TYPE, DESIGN, CONTENT, MESSAGING AND SIZE OF THE TACTILE SIGN VARIES DEPENDING ON THE TYPE OF THE POLE.4. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH DRAWING 6.3.3.5. TACTILE/BRAILLE SIGNAGE SHALL BE LOCATED IN A STANDARD POSITION.6. TACTILE/BRAILLE SIGNAGE SHALL BE PLACED ON THE RIGHT-HAND SIDE OF THE AUDIO TACTILE PEDESTRIAN CALL BUTTON.7. THE CENTRE OF THE SIGN SHALL BE LEVEL WITH THE CENTRE OF THE AUDIO-TACTILE PEDESTRIAN CALL BUTTON.

1010

Nom

inal

1010

Nom

inal

1010

Nom

inal

1010

Nom

inal

CLCLCLCL

165

165

201

201

227.

522

7.5

280

280

90°0

'

90°0

'

90°0

'90

°0'

90°0

'

FOOTPATHDwg No.

6.3.2


Rev ADate ------Approved P S

TACTILE/BRAILLE SIGNAGEPLACEMENT

SMALL SIGN MEDIUM SIGN LARGE SIGN EXTRA LARGE SIGN

PUSH BUTTON(TYPICAL)

BRAILLE TACTILESIGN (TYPICAL)

NOTE:1. TACTILE BRAILLE SIGNS SHALL BE INSTALLED ON EVERY POLE WHERE TRAFFIC SIGNAL PUSH BUTTON EXISTS OR BEING

INSTALLED.2. SIZE, TYPE ,CONTENT, LOCATION, MATERIAL AND INSTALLATION DETAILS OF ANY SIGNS SHALL BE SUBMITTED AND APPROVED

BY CITY'S ELECTRICAL AND STREET FURNITURE'S ASSET MANAGEMENT TEAM.3. TYPE AND SIZE OF THE TACTILE SIGN VARIES DEPENDING ON THE TYPE OF THE POLE.4. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH DRAWING 6.3.3.5. TACTILE/BRAILLE SIGNAGE SHALL BE LOCATED IN A STANDARD POSITION.6. TACTILE/BRAILLE SIGNAGE SHALL BE PLACED ON THE RIGHT-HAND SIDE OF THE POLE AS THE READER FACES THE KERB.7. THE CENTRE OF THE SIGN SHALL BE LEVEL WITH THE CENTRE OF THE AUDIO-TACTILE PEDESTRIAN CALL BUTTON.

INSTALLATION ON VARIOUS TYPES OF SMARTPOLES

INSTALLATION ON VARIOUS TYPES OF RMS-APPROVED POLES

BRAILLE TACTILE SIGN (TYPICAL)

PUSH BUTTON (TYPICAL)

NOTES:

1. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE 32MPa.2. 75mm MINIMUM BENCHING TO HALF PIPE HEIGHT TOTAL BENCHING

TO OBVERT OF PIPE.3. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONG WRAPPED IN FABRIC

SOCK TO BE PROVIDED IN PIPE TRENCHES ADJACENT TO INLETPIPES.

4. PROVIDE STEP IRONS WHERE PIT IS DEEPER THAN 1.0m AT 300mmCENTRES.

5. PITS OVER 2.1m IN DEPTH TO BE DESIGNED BY STRUCTURALENGINEER.

6. GRATES SHALL BE BICYCLE SAFE AND HAVE MAXIMUM INLETCAPACITY. ALL GRATES MUST BE APPROVED BY THE CITY'SREPRESENTATIVE.

7. REINFORCEMENT TO COMPLY WITH AS 1302, 1303 & 1304.8. DRAINAGE PIPE TO BE MINIMUM 375Ø CLASS 4 REINFORCED

CONCRETE PIPE

KERB LINE

ROADWAY

GUTTER LIP

KERB LINE

ROADWAY

GUTTER LIP

CORNER BARS TYP

X CENTRALLYPLACED

MINIMUMDIMENSION A (mm)

INLET LENGTH -EKI (m)

250 1.8

300 2.4

400 3.0

450 3.6

500 4.2

PRECAST CONCRETE CONCRETELINTEL - MIN 3.0m EKI OPENINGOR AS APPROVED

100mm RAD

PLAN

SECTION C-C

75mm MINIMUM BENCHING TOHALF PIPE HEIGHT TOTAL

BENCHING TO OBVERT OF PIPE

DUCTILE IRON, CLASS D & BIKESAFE GRATE AND FRAME

CONCRETE AROUND GRATETO BE FINISHED WITHEDGING TOOL 5 RAD

SECTION A-A

FINISHED FOOTPATH LEVEL

FINISHEDGUTTER LEVEL

FOOTPATH ASPER STANDARD

X CENTRALLYPLACED

CORNER BARS TYP



DUCTILE IRON, CLASS D &BIKE SAFE GRATE AND FRAME

SECTION B-B

SLOPE TO OBVERT OF LINTEL

PIPE OR MIN DIMENSION A

T T840

380

425

355

150

150

150

225

1800 150

200

A

D

T T840

B

150

200

TT

MIN

75

CC

AA

BB

PRECAST CONCRETECONCRETE LINTEL - MIN 3.0m

EKI OPENING OR AS APPROVED

PRECAST CONCRETE CONCRETELINTEL - MIN 3.0m EKI OPENINGOR AS APPROVED

Y CENTRALLY PLACED

Y CENTRALLYPLACED

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600

> 2100TO STRUCTURAL ENGINEERS

SPECIFICATION

SCALE 1:50


DRAINAGEDwg No.

7.1.1

PITS & PIPES

STANDARD GULLY PIT WITH EXTENDED KERB INLET


NOTES:

1. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE32MPa.

2. 75mm MINIMUM BENCHING TO HALF PIPE HEIGHT TOTALBENCHING TO OBVERT OF PIPE.

3. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONG WRAPPED INFABRIC SOCK TO BE PROVIDED IN PIPE TRENCHESADJACENT TO INLET PIPES.

4. PROVIDE STEP IRONS WHERE PIT IS DEEPER THAN 1.0m AT300mm CENTRES



7. REINFORCEMENT TO COMPLY WITH AS1302, 1303 & 1304.8. DRAINAGE PIPE TO BE MINIMUM 375Ø CLASS 4 REINFORCED

CONCRETE PIPE

KERB LINE

ROADWAY

GUTTER LIP

ROADWAY

CORNER BARS TYP

X CENTRALLY PLACED

0.9m EKI STONE LINTEL


PLAN

SECTION B-B




SECTION A-A


FINISHED GUTTER LEVEL



X CENTRALLYPLACED

CORNER BARS TYP




CONCRETE AROUND GRATE TO BEFINISHED WITH EDGING TOOL 5 RAD

T T840B

150

175

175

1800

GUTTER TRANSITION

1800

GUTTER TRANSITION

75

TT

T T840

D

KERB LINE

GUTTER LIP

AA

CC

Y CENTRALLY PLACED

Y CENTRALLY PLACED

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600

> 2100 TO STRUCTURAL ENGINEERSSPECIFICATION

SCALE 1:50

DRAINAGEDwg No.

7.1.2

PITS & PIPES

STANDARD GULLY PIT WITH STONE INLET



NOTES:

1. ALL LIGATURES TO BE R6 WITH DIMENSIONSAS SPECIFIED.

2. ALL REINFORCEMENT TO COMPLY WITHAS1302, 1303 & 1304

3. COMPRESSIVE STRENGTH OF CONCRETEAT 28 DAYS TO BE 32MPa.

4. 75mm MINIMUM BENCHING TO HALF PIPEHEIGHT TOTAL BENCHING TO OBVERT OFPIPE.

5. 100mmØ SUBSOIL DRAINAGE PIPE 3.0mLONG WRAPPED IN FABRIC SOCK TO BEPROVIDED IN PIPE TRENCHES ADJACENTTO INLET PIPES.

6. PROVIDE STEP IRONS WHERE PIT ISDEEPER THAN 1.0m AT 300mm CENTRES.

7. PITS OVER 2.1m IN DEPTH TO BE DESIGNEDBY STRUCTURAL ENGINEER.

8. GRATES SHALL BE BICYCLE SAFE AND HAVEMAXIMUM INLET CAPACITY. ALL GRATESMUST BE APPROVED BY THE CITY'SREPRESENTATIVE.

9. DRAINAGE PIPE TO BE MINIMUM 375ØCLASS 4 REINFORCED CONCRETE PIPE

KERB LINE

GUTTER LIP

KERB LINE

ROADWAY

GUTTER LIP

CORNER BARS TYP

X CENTRALLYPLACED

0.9m EKISTONE LINTEL


PLAN

SECTION C-C




SECTION A-A





X CENTRALLY PLACED

CORNER BARS TYP



10xN16 LONGITUDINAL

2 x LIGATURES -TYPE B

2 x LIGATURES- TYPE A

SECTION B-B 0.9m EKI STONE LINTEL


X CENTRALLY PLACED

CORNER BARS TYP

2 x LIGATURES- TYPE B

2 x LIGATURES- TYPE A

2N16 LAPPED 300mmINTO PIT WALL

4 x N16

4 x N16

TT 2190

175

150

175

150

1800GUTTER TRANSITION


840510

840

250

T T

B

175

250

T

B

T

175

T 510840 840 TROADWAY

CC

AA

BB

LIGATURES TYPE A

LIGATURES TYPE B

170

210

430

64Y CENTRALLYPLACED

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600


D

SCALE 1:50

DRAINAGEDwg No.

7.1.3

PITS & PIPES

DOUBLE GRATE/LINTEL PIT WITH STONE INLET



NOTES:



3. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONG WRAPPED INFABRIC SOCK TO BE PROVIDED IN PIPE TRENCHES ADJACENTTO INLET PIPES.

4. PROVIDE STEP IRONS WHERE PIT IS DEEPER THAN 1.0m AT300mm CENTRES.



7. REINFORCEMENT TO COMPLY WITH AS1302, 1303 & 1304.8. DRAINAGE PIPE TO BE MINIMUM 375Ø CLASS 4 REINFORCED

CONCRETE PIPE

CORNER BARS TYP

X CENTRALLY LOCATED

MINIMUMDIMENSION A (mm)

INLET LENGHT -EKI (m)

250 1.8

300 2.4

400 3.0

450 3.6

500 4.2

PRECAST CONCRETELINTEL - MIN 3.0m EKIOPENING OR AS APPROVED


100mm RAD

PLAN

SECTION C-C

75mm MIN BENCHINGTO HALF PIPE HEIGHTTOTAL BENCHING TO

OBVERT OF PIPE

DUCTILE IRON, CLASSD & BIKE SAFE GRATE

AND FRAME

CONCRETE AROUNDGRATE TO BE FINISHED

WITH EDGING TOOL 5 RAD



CORNER BARS TYP

X CENTRALLY LOCATED


SECTION D-D

75mm MIN BENCHING TO HALFPIPE HEIGHT TOTAL BENCHING

TO OBVERT OF PIPE


FINISHED GUTTERLEVEL N16 @ 150mm

C/C EACH WAY15

0

200

1800

GUTTER TRANSITION

200

150

1800

GUTTER TRANSITION

TT 840

B

D

SLOPE TO OBVERT OF INLET

PIPE OR MIN DIMENSION A

T 840 T

B

150

200

200

150

1800

GUTTER TRANSITION

1800

GUTTER TRANSITION

D

A

T T840

KERB LINE

ROADWAY

GUTTER LIP

KERB LINE

ROADWAY

GUTTER LIP

DD

CC

AA

BB SECTION B-B

150

150

150

355

380

425

SECTION A-APRECAST CONCRETE LINTEL

- MIN 3.0m EKI OPENING OR AS APPROVED


X CENTRALLYLOCATED

CORNER BARS TYP

75mm MIN BENCHING TO HALFPIPE HEIGHT TOTAL BENCHING

TO OBVERT OF PIPE


REINSTATE ROADTO MATCH EXISTING

N16 @ 150mmC/C EACH WAY

75MIN

TT MAX 1500

Y CENTRALLYLOCATED

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600


SPECIFICATION

SCALE 1:50

DRAINAGEDwg No.

7.1.4

PITS & PIPES

STANDARD EXTENDED GULLY PIT



NOTES:



3. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONG WRAPPED INFABRIC SOCK TO BE PROVIDED IN PIPE TRENCHES ADJACENTTO INLET PIPES.

4. PROVIDE STEP IRONS WHERE PIT IS DEEPER THAN 1.0m AT300mm CENTRES.



7. REINFORCEMENT TO COMPLY WITH AS 1302, 1303 & 1304.8. DRAINAGE PIPE TO BE MINIMUM Ø375 CLASS 4 REINFORCED

CONCRETE PIPE

CORNER BARSN12 @ 200mm C/C

X CENTRALLY LOCATED

MINIMUM DIMENSIONA (mm)

INLET LENGHT -EKI (m)

250 1.8

300 2.4

400 3.0

450 3.6

500 4.2



100mm RAD

PLAN

SECTION C-C



SECTION A-A



PRECAST CONCRETE LINTEL- MIN 3.0m EKI OPENING OR

AS APPROVED


X CENTRALLYLOCATED

CORNER BARSN12 @ 200mm C/C

DUCTILE IRON, CLASSD & BIKE SAFE GRATEAND FRAME

SECTION B-B

3xN16 EQUALLYSPACED CENTRE

WATER LEVEL

WATER LEVEL

T T

T T1590

B55

0

600

300

200

A

D

150

200

150


T T840300450

150

150150

355

380

425

KERB LINE

ROADWAY

GUTTER LIP

KERB LINE

ROADWAY

GUTTER LIPCC

AA

BB

325


Y CENTRALLYLOCATED

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600


SPECIFICATION

SCALE 1:50

DRAINAGEDwg No.

7.1.5

PITS & PIPES

TRAPPED GULLY PIT WITH EXTENDED KERB INLET



NOTES:

1. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYSTO BE 32MPa.

2. 75mm MINIMUM BENCHING TO HALF PIPE HEIGHTTOTAL BENCHING TO OBVERT OF PIPE.

3. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONGWRAPPED IN FABRIC SOCK TO BE PROVIDED IN PIPETRENCHES ADJACENT TO INLET PIPES.

4. PROVIDE STEP IRONS WHERE PIT IS DEEPER THAN1.0m AT 300mm CENTRES.

5. PITS OVER 2.1m IN DEPTH TO BE DESIGNED BYSTRUCTURAL ENGINEER.

6. GRATES SHALL BE BICYCLE SAFE AND HAVE MAXIMUMINLET CAPACITY. ALL GRATES MUST BE APPROVED BYTHE CITY'S REPRESENTATIVE.

7. REINFORCEMENT TO COMPLY WITH AS 1302, 1303 &1304.

8. DRAINAGE PIPE TO MINIMUM 375Ø CLASS 4REINFORCED CONCRETE PIPE

CORNER BARS TYP

X CENTRALLY LOCATED

SECTION B-B



3xN12 EQUALLYSPACED CENTRE T&B WATER LEVEL


PLAN


SECTION A-A



X CENTRALLYLOCATED

CORNER BARS TYP



TT

1590

600T T

B55

0 300

325 D

150

175

1800

GUTTER TRANSITION

150

175

1800

GUTTER TRANSITION

T T450 300 840

KERB LINE

ROADWAY

GUTTER LIP

KERB LINE

ROADWAYGUTTER LIPBB

AA


Y CENTRALLY LOCATED

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600


Y CENTRALLY LOCATED

SCALE 1:50

DRAINAGEDwg No.

7.1.6

PITS & PIPES

TRAPPED GULLY PIT WITH STONE INLET



PIT LID IS A CLASS D DUCTILEIRON HINGED LID WITH ASPRING LOCKING SYSTEMTHE LID SHALL BE A KORUMMANHOLE COVER (REFCDK060EFX17) OR SIMILARPRODUCT APPROVED BY THECITY.

VARIABLE HEIGHT TO ALLOW FORADJUSTMENT OF MANHOLE

COVER TO SUIT DESIGN SURFACELEVELS AND GRADING. LID MAY BERECESSED INTO THE CONVERTER

SLAB AS REQUIRED. ADJUSTNUMBER OF RISERS AS REQUIRED.

200mm THICK CONVERTER SLAB

MANHOLE COVER AND FRAME.NOTE: PIT LID CAN BE CENTREDOR OFF-CENTRED AS REQUIRED

MINIMUM DIMENSIONS OF PIT(mm)

Ø OFOUTLET ONSTRAIGHT

WIDTH LENGTH

UP TO 750 900 900

825 TO 900 1200 1200

1050 1200 1200

1200 1350 1200

1350 1500 1200

1500 1650 1200

1650 1800 1200

1800 1950 1200

STEP IRONS REQUIRED @300mmSPACINGS IF DEPTH OF PIT ISGREATER THAN 1.0m AS PER

STANDARD DETAIL

X CENTRALLY PLACED



200

B

T TWIDTH

MIN75 D

T TWIDTH

TLE

NG

THT

MIN 1200M

IN 1

200

NOTE:

1. ALL CONCRETE IS TO HAVEMINIMUM STRENGTH OF 32MPa.

2. DRAINAGE PIPE TO MINIMUM 375ØCLASS 4 REINFORCED CONCRETEPIPE

A A

MANHOLE COVER AND FRAME

CORNER BARS TYP

INSTALL BITUMEN SEALERBETWEEN THE SLAB & CAST INSITU PIT CHAMBER

PIT SPECIFICATIONS

D B T X YCORNER

BARS

750 - 1200 150 150 SL82 SL81N12-300

L 500

1200 - 2100 200 180 SL81 SL81N12-200

L 600


SPECIFICATION

Y CENTRALLY PLACEDSECTION 1:20

DRAINAGEDwg No.

7.1.7

PITS & PIPES

STANDARD JUNCTION PIT



PLAN 1:20

SECTION A-A

150

150

200

300

WRAP FLASHTAC TAPE WITH 100mmOVERLAY ON EACH SIDE OF JOINT

CLEAN PIPE SURFACES PRIOR TOCONSTRUCTING THE BANDAGE JOINT

SECURE TAPE WITH WIREENCASE WITH MASS CONCRETE150mm THICK WITH 50mm OVERLAY

ON EACH SIDE OF TAPE

MASS CONCRETE ENCASEMENT

FLASHTAC TAPE

A A

DRAINAGEDwg No.

7.1.8

PITS & PIPES

BANDAGE JOINT


PLAN

SCALE 1:10


SECTION A-A

CONCRETE PIPE TRENCH BACKFILL DETAIL≤ 900mm DIA.

BACKFILL

EXISTING SURFACE LEVEL

FOOTPATH/ROAD TO SUIT(REFER TO PAVEMENT DETAILS)

BACKFILL ZONE

OVERLAY ZONE

SIDE ZONES

HAUNCH ZONES

BED ZONE

COMPACTED D/3 COMPACTED

UNCOMPACTED

150

MIN

0.5D

MIN

0.3D

100

150MIN

D

H

NOTE:1. DRAINAGE PIPE TO BEMINIMUM 375Ø CLASS 4REINFORCED CONCRETE PIPE

DRAINAGEDwg No.

7.1.9

PITS & PIPES

TYPICAL PIPE TRENCH BACKFILL


SECTION 1:10


FOOTPATH/ROAD TO SUIT(REFER TO PAVEMENT DETAILS)

BACKFILL ZONE

OVERLAY ZONE

BED ZONE

CONCRETE PIPE TRENCH BACKFILL DETAIL≤ 900mm DIA.

BACKFILL

EXISTING SURFACELEVEL

SL82 CENTRALLYLOCATED

COMPACTED

150

MIN

100

150

20

W

H

150

MIN150 MIN

PRECAST CONCRETE CULVERT

DRAINAGEDwg No.

7.1.10

PITS & PIPES

TYPICAL CULVERT TRENCH BACKFILL


SECTION 1:10





WIDTH LENGTH

UP TO 750 900 900

825 TO 900 1200 1200

1050 1200 1200

1200 1350 1200

1350 1500 1200

1500 1650 1200

1650 1800 1200

1800 1950 1200


STANDARD DETAIL



200

W

T TWIDTH

MIN75

DE

PTH

AS

RE

QU

IRE

D (

H)

T TWIDTH

TLE

NG

THT

MIN 1200

MIN

120

0 A A


CORNER BARS N16 - 200(HORIZONTAL AND

VERTICAL CORNERS)

INFILL PIT LID TO BEMINIMUM CLASS C

MIN145

610

INFILL PAVING INACCORDANCE

WITH 2.1.4

DIRECT DOWN PIPECONNECTION

MIN 100mm THICK MASSCONCRETE AROUND PIPECONNECTION

H W T REINFORCEMENT

750 -1300

200 150 SL82

1300 -2400

250 200 SL102

>2400AS PER STRUCTURAL ENGINEERS

SPECIFICATION

N16-200 WITH 40mmCONCRETE COVER

(TRIMMED TO SUIT COVER)

CORNER BARS N16 - 200(TRIMMED TO SUIT COVER)

N12 TRIMMER BARSTO ALL PENETRATIONS

>200mm Ø

NOTES:

1. ALL REINFORCEMENT TO COMPLY WITHAS46714

2. ALL REINFORCEMENT TO BE GRADE 5003. COMPRESSIVE STRENGTH OF CONCRETE AT

28 DAYS TO BE 32MPa.4. ALL REINFORCEMENT SHALL BE PLACED IN

MID-SECTION UNO. OTHERWISE MINCONCRETE COVER SHALL BE 40mm - B1COVER

5. FOR ANY PENETRATION THROUGH WALLS ANDSLABS GREATER THAN 200 SPACING, PROVIDEN12 TRIMMER BARS AND ADDITIONAL N12REPLACEMENT BARS ON EACH SIDE.

6. LAP LENGTH IS TO BE MINIMUM 40 x BAR ØUNLESS NOTED OTHERWISE.

7. 75mm MINIMUM BENCHING TO HALF PIPEHEIGHT TOTAL BENCHING TO OBVERT OF PIPE.

8. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONGWRAPPED IN FABRIC SOCK TO BE PROVIDED INPIPE TRENCHES ADJACENT TO INLET PIPES.

9. PROVIDE STEP IRONS WHERE PIT IS DEEPERTHAN 1.0m AT 300mm CENTRES.

10. GRATES SHALL BE BICYCLE SAFE AND HAVEMAXIMUM INLET CAPACITY. ALL GRATES MUSTBE APPROVED BY THE CITY'SREPRESENTATIVE.

11. DRAINAGE PIPE TO BE MINIMUM 375Ø CLASS 4REINFORCED CONCRETE PIPE

REINFORCEMENT(CENTRAL)



DRAINAGEDwg No.

7.1.11

PITS & PIPES

JUNCTION PIT WITH INFILL LID



SECTION 1:20

PLAN 1:20

SECTION A-A

NOTES:


2. ALL REINFORCEMENT TO BE GRADE 5003. ALL LIGATURES TO BE MIN R104. COMPRESSIVE STRENGTH OF CONCRETE AT



6. FOR ANY PENETRATION THROUGH WALLSAND SLABS GREATER THAN 200 SPACING,PROVIDE N12 TRIMMER BARS ANDADDITIONAL N12 REPLACEMENT BARS ONEACH SIDE.


8. 75mm MINIMUM BENCHING TO HALF PIPEHEIGHT TOTAL BENCHING TO OBVERT OFPIPE.

9. 100mmØ SUBSOIL DRAINAGE PIPE 3.0m LONGWRAPPED IN FABRIC SOCK TO BE PROVIDEDIN PIPE TRENCHES ADJACENT TO INLET PIPES.




KERB LINE

GUTTER LIP

CORNER BARS N16-200(HORIZONTAL ANDVERTICAL CORNERS)


0.9m EKISTONE LINTEL


PLAN

SECTION C-C75mm MINIMUM BENCHING TOHALF PIPE HEIGHT TOTAL



SECTION A-A






CORNER BARS N16-200(HORIZONTAL AND

VERTICAL CORNERS)



4N16 BOTTOM

R10 -150LIGATURES

SECTION B-B



VERTICAL CORNERS)

2N12 LAPPED 300mmINTO PIT WALL

T 3540

175

150


840840

T T

W

175

MIN 250

T

W

T

175

200 510840 840 200ROADWAY

CC

AA

BB

510

510 840

840510

PIT TO BE EXTENDED WITHEXTRA ADDITIONALGRATES AND LINTELS ASREQUIRED

W

H

T

MAX 800


>200mm Ø

MAX 800

H W T REINFORCEMENT

750 -1300

200 150 SL82

1300 -2400

230 200 SL102


SPECIFICATION

75mm MINIMUMBENCHING TO HALF PIPE

HEIGHT TOTAL BENCHINGTO OBVERT OF PIPE

SECTION D-DSECTION E-E

2N16 TOP

4N16

510

MIN250

TO SUITGRATE & LINTEL

510

MIN250

4N16 BOTTOM

R10 -150LIGATURES

4N16

EE

DD


DRAINAGEDwg No.

7.1.12

PITS & PIPESHIGH FLOW INLET PIT (STONE KERB)



1090T T

W

ROAD

MIN 250


VERTICAL CORNERS)

STONE LINTEL


2250


VERTICAL CORNERS)

175


450

1710

1700

1090T T


VERTICAL CORNERS)


SECTION A-A

SECTION B-B SECTION C-C

900900

175

NEW FOOTPATH ASPER STANDARD

450

2250

C-

B-

PLAN

A-

TT

1090

T

T

125

NOTES:

1. ALL REINFORCEMENT TO COMPLY WITH AS467142. ALL REINFORCEMENT TO BE GRADE 5003. ALL LIGATURES TO BE MIN R104. COMPRESSIVE STRENGTH OF CONCRETE AT


MID-SECTION UNO. OTHERWISE MIN CONCRETECOVER SHALL BE 40mm - B1 COVER



8. 75mm MINIMUM BENCHING TO HALF PIPE HEIGHTTOTAL BENCHING TO OBVERT OF PIPE.



11. GRATES SHALL BE BICYCLE SAFE AND HAVEMAXIMUM INLET CAPACITY. ALL GRATES MUSTBE APPROVED BY THE CITY'S REPRESENTATIVE.


H W T REINFORCEMENT

750 -1300

200 150 SL82

1300 -2400

250 200 SL102


SPECIFICATION


N12 TRIMMER BARS TO ALLPENETRATIONS >200mm Ø

75mm MINIMUM BENCHING TO HALF PIPEHEIGHT TOTAL BENCHING TO OBVERT OF PIPE



4N16 BOTTOM

R10 -150LIGATURES

SECTION D-D SECTION E-E

2N16 TOP

4N16

450

MIN250

TO SUITGRATE & LINTEL

450

MIN250

4N16 BOTTOM

R10 -150LIGATURES

4N16

EE

DD



PIT TO BE EXTENDED WITH EXTRA ADDITIONALGRATES AND LINTELS AS REQUIRED

DRAINAGEDwg No.

7.1.13

PITS & PIPESSTANDARD SURCHARGE PIT (STONE KERB)


PLAN 1:50





WIDTH LENGTH

UP TO 750 900 900

825 TO 900 1200 1200

1050 1200 1200

1200 1350 1200

1350 1500 1200

1500 1650 1200

1650 1800 1200

1800 1950 1200


STANDARD DETAIL



200

W

T TWIDTH

MIN75

DE

PTH

AS

RE

QU

IRE

D (

H)

T TWIDTH

TLE

NG

THT

MIN 1200

MIN

120

0 A A


CORNER BARS N16 - 200(HORIZONTAL AND

VERTICAL CORNERS)

INFILL PIT LID TO BEMINIMUM CLASS C

MIN145

610

INFILL PAVING INACCORDANCE

WITH 2.1.4

H W T REINFORCEMENT

750 -1300 200 150 SL82

1300 -2100 250 180 SL81


SPECIFICATION

N16-200 WITH 50mm CONCRETECOVER (TRIMMED TO SUIT TOP

COVER)


>200mm Ø

NOTES:


2. ALL REINFORCEMENT TO BE GRADE 5003. COMPRESSIVE STRENGTH OF CONCRETE AT





7. 75mm MINIMUM BENCHING TO HALF PIPEHEIGHT TOTAL BENCHING TO OBVERT OF PIPE.








150

300

PIT INLET 150MM OPENING

300x150 STONE

3 N16 T&B EW & R10-200 TIES(TRIMMED TO SUIT COVER)

DRAINAGEDwg No.

7.1.14

PITS & PIPES

KERB INLET PIT AT STATION



SECTION 1:20

PLAN 1:20

SECTION A-A

100Ø SEWER GRADE uPVC

RODDING POINT DOWNPIPECONNECTION - REFER DETAIL BELOW

DOWNPIPEE

XIS

TIN

G B

UIL

DIN

G

FOOTPATH

MAINTAIN GAP FOR SURCHARGE

EXISTING DOWNPIPE

EXISTING BUILDING

220x220 GRATED FLOOR OUTLET(DURHAMS FW220 OR APPROVEDEQUIVALENT) TO BE CONNECTED TODOWPIPE LINE AS RODDING POINT.

EXISTING BUILDING

EXISTING DOWNPIPE

DRAINAGEDwg No.

7.1.18

PITS & PIPES

BOUNDARY DOWNPIPE RODDING PIT



SECTION 1:20

DETAIL 1:10

DETAIL 1:10

STEP IRON ARRANGEMENT

300

300FOR STEP IRON

FABRICATION DETAILSSEE NOTES

300

NOTES:

1: STEP IRONS TO BE FABRICATED FROM 20mm Ø M.S.2: ALL BENDS TO BE FORMED AROUND 12mm diameter PIN3: STEP IRONS TO BE PROVIDED IN PITS DEEPER THAN 1.0m4: STEP IRONS TO BE HOT-DIPPED GALVANISED5: STEP IRONS TO BE LOCATED DIRECTLY ABOVE PIT

OUTLET PIPE

80

250

150

SECTION 1:5

ELEVATION 1:10


DRAINAGEDwg No.

7.1.19PIT & PIPES

STANDARD STEP IRONS

PROPERTY BOUNDARY

KERB ONLY

SURCHARGE INLET PIT(DRAWING #7.2.12)

KERB & GUTTER

HIGH END RISER(DRAWING 7.2.11)

RAINGARDEN

KERB & GUTTER100mm SLOTTED PVCSUBSOIL DRAINS. SUBSOIL DRAINCONNECTED TO THE DOWNSTREAMDRAINAGE PIT

KERB RAMP

RAINGARDEN

Ø225mm RISER

OVERFLOW WEIR100mm High

STORMWATER GULLY INLETPIT (DRAWING 7.1.1)

FOOTPATH

FOO

TPA

TH

KERB RAMP

GUTTER BRIDGE OUTLETCALMING BASIN

(DRAWING 7.2.6 & 7.2.8)

100mm SLOTTED PVCSUBSOIL DRAINS

GUTTER BRIDGE(DRAWING 7.2.8)

SERSERSERSERSERSERSERSERSERSERSERSERSERSERSERSER

EXISTING UNDERGROUNDSERVICES DEEPER THANEXCAVATION ZONE

SUBSOIL DRAIN CONNECTED TOTHE DOWNSTREAM DRAINAGE PIT

JUNCTION PIT

RAINGARDEN INLETPIT.(DRAWING 7.2.11)

DRAINAGEDwg No.

7.2.1

RAINGARDENS

SETOUT PLAN - EXAMPLE


PLAN 1:100


NOTES:1. THE RAINGARDENS ARE PREFERRED TO BE TERRACED RAINGARDEN TO MAXIMISE THE PONDING VOLUME. REFER DRAWING

7.2.5.2. THE RAINGARDEN & SURROUNDINGS AREAS SHALL BE DESIGNED IN ACCORDANCE WITH SYDNEY STREET TECHNICAL

SPECIFICATION PART A4.

RA

ING

AR

DE

N M

ED

IA S

PE

CIF

ICA

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1

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NO

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NO

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B S

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RE

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R D

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# 1

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5

3. T

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ELE

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AC

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OF

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STR

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OD

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31

31

TRA

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(10

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FIL

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(40

0mm

TH

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)

DR

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AG

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(15

0mm

TH

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)

DRAINAGEDwg No.

7.2.2

RAINGARDENS

LINED


Rev FDate 10.06.16Approved P S

RA

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AR

DE

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IA S

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50m

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PA

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<3%

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R L

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BM

ER

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D Z

ON

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BY

PA

SS

TO

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AG

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OR

K

31

31

max

max

5

1

5

1

NO

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F K

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B S

HA

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STR

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D N

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S C

ON

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SH

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BE

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RAINGARDENS

LINED - SUBMERGED ZONERev FDate 10.06.16Approved P S

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DRAINAGEDwg No.

7.2.4

RAINGARDENS

UNLINED


Rev EDate 10.06.16Approved P S

BLUESTONE KERB/DRY STACK (REFER DETAIL A)

150mm WIDE FLUSH KERB (REFER TO NOTE 2)

FOOTPATH

ROAD

MIN

100M

AX

200

1

N

S

NN

SS

NNNLUU

mmm

TSTSTT

FLFLL50m50m5

60

100

300

250R20 GALVANISED BAR EPOXY FIXED INTO STONE (NOTE)

K&G

60mm EDGE CONCRETE TOPREVENT EROSION AT EDGES

PONDING DEPTH 280 MAX

800 MIN

250

Max

. 50

DETAIL A

NOTE:

1- THE STONE SHALL BE BLUESTONE UNLESS SPECIFIED BY THE DESIGNER AND APPROVED BY CITY'S REPRESENTATIVE.2- THE FLUSH KERB AT THE EGDE OF THE FOOTPATH SHALL BE SELECTED TO MATCH THE SURROUNDING KERBS.3- OTHER MATERIALS MAY BE USED FOR THE RETAINING TERRACED EDGES UPON CITY'S APPROVAL.

200M

AX

RAINGARDEN'S LAYERS, LINERS AND MULCH TO SUIT THE SPECIFIEDTYPE OF THE RAINGARDEN. REFER DRAWINGS 7.2.2 TO 7.2.4

500500

DRAINAGEDwg No.

7.2.5

RAINGARDENSTERRACE RAINGARDEN



HEDGING BEYOND

50

20

6mm THICK PLATE FIXED WITH 3 M12 CHEMSETS

NEW GUTTER

RAINGARDEN KERB

DISAPATION ROCKS 150mm DIA SIZE

SECTION 11:10 -

DISSIPATION BASIN LENGTH

WATER LEVEL

285mm Max.

ROCK/CHICKEN WIRE

50 MM WASHED GRAVEL

GRAVEL MULCH

CONCRETE HOB70 mm

NOTE: THE PLATE SHALL BE RECESSED INTO THE KERB

120

40

120

120

730

120

63030

6mm THICK PLATE FIXEDWITH 4 M12 GAL. CHEMSETSBOLTS 75 EMBEDMENTWITH CHEMSET 101 PLUS ORAPPROVED EQUIVALENT

50 x 50 CUT IN PLATE

Ø14 HOLE FOR BOLTS

GALVANISED PLATE1:10

GALVANISED PLATE

KERB

700

RAINGARDEN ENERGY DISSIPATION - PLAN1:25

NOTE: DISSIPATION BASIN LENGTH SHALL BE MINIMUM 400mm UNLESS NOTES OTHERWISE.

RECESS PLATE INTO KERB

300h x 200 w STONE (NOTE 1)

265

250 H x 200 WIDE STONE TOFORM THE TERRACE GARDEN (NOTE 1)

DRAINAGEDwg No.

7.2.6

RAINGARDEN

RAINGARDEN DIRECT INFLOW WEIR AND CALMINGBASIN DIRECT ENTRY



NOTE: T - TERRACE GARDEN IS THE PREFFERED OPTION FOR MOST OF RAINGARDENS EXCEPT ROCK SWALES: IN WHICH CASEENTRY STRUCTURE SHALL BE DESIGNED TO SUIT THE ROCK SWALE

DE

PTH

AS

RE

QU

IRE

D

450(TYP)

150150

540

450

450

540SECTION A-A

VA

RIE

S T

O S

UIT

DE

SIG

N

HEAVY DUTY HOT DIP GALVANISEDSTEEL SURCHARGE GRATE FRAMETO SUIT PIT OPENING

RAINGARDEN SURFACE LEVEL

150mm THICK CONCRETEWALLS WITH SL82 MESHCENTRALLY LOCATED

Ø100mm SLOTTED PVC

N12 COGS @ 200mm CENTRES,300mm LONG EACH WAY (TYPICAL)

NOTES

1. ALL CONCRETE IS TO HAVE A MINIMUM STRENGTH OF 32 MPa.2. PIT STRUCTURE TO BE 150mm THICK UNLESS NOTED OTHERWISE.3. DRAINAGE PIPE TO BE MINIMUM 375Ø CLASS 4 REINFORCED CONCRETE PIPE

AA

PLAN

DRAINAGEDwg No.

7.2.7

RAINGARDENS

STANDARD SURCHARGE PIT

NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATEDSCALE 1:10


150 600 150

150

160

MIN

.

70 CONCRETE FOOTPATH

150 CONCRETE WITH SL82

M12 GAL. CHEMSET BOLTS 75mm EMBEDMENT, CHEMSET 101EPOXY OR APPROVED EQUIVALENT

10MM THICK GALVANISED PLATE

SL72 MESH

MA

X 2

00 250

60mm DEEP BASIN

220

TOP OF WING WALL BEYOND

PONDED WATER LEVEL

RAINGARDEN SURFACE

CONCRETE WEIR WALL

MA

X 2

00

RAINGARDEN

TOP OF WING WALL BEYOND

GUTTER BRIDGE 1% MAXIMUM SLOPE

80300

750

(NO

TE 1

)

GUTTER BRIDGE

RAINGARDEN

WEIR LEVEL TO ALLOW 200mm PONDING PRIOR TOSURCHARGE

A

DISSIPATION BASIN

100mm WIDE WING WALL

A

BB

RAINGARDEN

150 600 150

150

TYP

.16

0M

IN.44

150 THICK CONCRETE WITH SL82 CENTRALLY LOCATED

M12 GAL. CHEMSET BOLTS 75mm EMBEDMENT, CHEMSET 101EPOXY OR APPROVED EQUIVALENT (TYP.)

MA

X 2

00

RAINGARDEN

25mm AC5 ON SIKALASTIC 827HT PELLETS WITH SIKAFLOOR-161PRIMER ON 16mm THICK GALVANISED STEEL PLATE

25x25x3 GALVANISED STEEL ANGLE 25mm AC5 ON SIKALASTIC 827HT PELLETS WITH SIKAFLOOR-161

PRIMER ON 16mm THICK GALVANISED STEEL PLATE

DRAINAGEDwg No.

7.2.8

RAINGARDENSGUTTER BRIDGE DETAILS



NOTES:

1. GUTTER BRIDGE SHALL BE DESIGNED TO SUIT MINIMUM 5 YEARS ARI STORM & SHALL HAVE 240 kN ULTIMATE LOAD CAPACITY. DESIGNER SHALLSUBMIT MAINTENANCE REGIME WITH ANY RAINGARDEN INCORPORATED IN DESIGN.

2. USE OF BONDEK IS NOT ALLOWED FOR GUTTER BRIDGES.3. SIZE OF GUTTER BRIDGE SHALL BE DESIGNED TO SUIT THE ANTICIPATED FLOW RATES

SECTION A-A1:20

PLAN1:20

SECTION B-B1:20

SECTION A-A1:20

SECTION B-B1:20

CONCRETE GUTTER BRIDGE

ASPHALT GUTTER BRIDGE

FOOTPATH

RAINGARDEN

RAIN GARDEN

KERB

450

450

A

A

SECTION B-B

SMALL DISSIPATION ROCKS

KERB OUTLET INTORAINGARDEN

150mm THICK ROCK (50-100mm SIZE) SECURED WITH PVC NET (20mmMAX GRID SIZE) UNDER 50mm WASHED AGGREGATE MULCH

WASHED GRAVEL MULCH - 10-20mm

500

DRAINAGEDwg No.

7.2.9

RAINGARDENSDISSIPATION ROCKSSMALL KERB OUTLETS

NOTE: ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATEDSCALE 1:20


TO BE CONNECTED TO BYPASS STROMWATER DRAINAGE NETWORK.

10

SUBSOIL DRAINS AND Rev BDate 10.06.16Approved P S

1- THE SUBSOIL DRAIN SHALL BE CONNECTED TO THE - BYPASS CHAMBER OF THE INLET PIT, OR; - BYPASS DRAINAGE PIT, OR; - RAINGARDEN SURCHAGE PIT.

900

150

900

700

SECTION C11:20 -

SECTION A1:20 -

NOTE:1. THIS OPTION REQUIRES OBVERT OF THE STORMWATER DRAINAGE PIPE TO BE DEEPER THAN 600mm2. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH DRAWING #7.2.13. EXISTING UTILITLY SERVICES & DEPTH TO EXISTING STORM WATER SHALL BE VERIFIED BEFORE SPECIFYING THIS OPTION

1930

Lintel200mm HIGH Kerb

RAINGARDENINLET CHAMBER

BYPASSCHAMBER

BENCHING

RAINGARDEN INLET PITWITH PRE-FABRICATED 6mmPLATEWITH 12/M12 GALVANISED BOLTSTO THE PIT WALL70mm EMBEDMENT, HILTI HITRE-500 EPOXY

500x125 OPENING

SECTIONC1:20-

840250

840150

ROAD SURFACE SHALL BELOCALLY MODIFIED TO SUIT NEWLEVELS.

N12-300 CORNER BARS 800LONGSL82 MESH (TYP.)

2N20 TOP & BTM, 2N16 SIDE BARS WITH R10-200

RAINGARDEN INLET PIT WITH CLASS 'D' BIKE SAFE GRATE TO BEINSTALLED ON A GRADE OF 5%. ROAD LEVELS TO BE ADJUSTEDTO SUIT THE DESIGN.

400X400 CALMING BASIN/ DRY STACK SANDSTONE

900

150

9001000

TERRACE RAINGARDEN

RO

AD

CR

OS

SFA

LL

5% CROSS FALL

2% CROSS FALL

LOWER THE ROAD AS REQUIRED

2% MIN5% MIN

Gutter Level

Kerb

ROAD SURFACE

ROAD CROSSFALL

AB- -

PIPE INVERT = ROAD RL- 1.10mPIPE INVERT SHALL BE 1.10mLOWER THAN ROAD SURFACELEVELS

SECTION B1:20 -

KERB TO BE POURED AS PART OF THE PIT

60

ENERGY DISSIPATION BASIN RL 23.61WATER LEVEL IN RAINGARDEN RL23.87

125Hx500L OPENING

8mmTHx700Wx840L GAL. PLATE WITH 4/M12 GAL CHEMSETBOLTS EACH SIDE. PROVIDE 4/6MM HOLE INTO THE PA.SEAL THE AREA AROUND THE PAN WITH MASTIC.

100

400

400Hx700W OPENING

50

RAINGARDEN RL23.67

150x100 SANDSTONE BLOCKS

N12-200 CORNERBARS

3 N12

PRECAST CONCRETE CONCRETELINTEL MIN 0.9m EKI OPENING OR ASAPPROVED

N12-300 CORNER BARS800LONG

SL82 MESH (TYPE.)

SCALE 1:40

DRAINAGEDwg No.

7.2.11

RAINGARDENSRAINGARDEN INLET PIT WITH STEEL TRAYPIT PERPENDICULAR TO THE ROAD



1.8 METERS LINTEL

GRATE

RAINGARDEN INLET CHAMBER

BB

AA

CC

PLAN1:40

SECTION A-A1:40

SECTION C-C1:40

LINTEL

GUTTERKERB

RAIN GARDENSURFACE LEVEL

850

150

800

150 840 150

SURCHARGE CHAMBER

DIVIDING WALL SHALL EXTEND TO LINTEL

150840150

400

400

500

50

SIDE OUTLET TO RAINGARDEN

GALVANISED 200mm x 200mm x 6mmRHS TO RAINGARDEN AT MIN. 1%

GRADE

50 x 50 GALVANISED WIREMESH WITH 4 M12 GALVANISED

BOLTS & APPROPRIATEWASHERS.

200mm x 200mm RHS TORAINGARDEN AT MIN. 1% GRADE

SANDSTONECALMING BASIN(SEE DETAIL)

SECTION B-B1:40

18010

020

015

0

150 400

LINTEL

CLASS 'D' BICYCLE SAFE GRATE

00000

150 840 150

00000000000000000000000000000000

8/Ø20mm EVENLY SPACEDHOLES PACKED WITH LOOSELYROLLED GEO-TEXTILE

OUTLET TO RAINGARDEN200mm x 200mm RHS TO RAINGARDEN AT MIN. 1% GRADE

60

400140

100

ND KERB TO THE BASE OF THECALMING BASIN

150 840 150

200

1800 TRANSITION

150

100mm WIDESANDSTONE HOBSURROUNDINGCALMING BASIN

200mm x 200mmRHS TO RAINGARDEN AT MIN.1% GRADE

KERB

RAIN GARDEN

100

500 100

FOOTWAYLEVEL

200mm x 200mmRHS TO RAINGARDEN AT MIN.1% GRADE

EXTEND KERBDEPTH AT CALMINGBASIN TO BASE OFCALMING BASIN

CALMING BASIN DETAILS1:40

PLAN

SECTION D-D

DD

AB

RL A < RL B - 0.05

THIS LINE SHALL BE LOW POINTAT THE FINISHED SURFACE

5%

ROAD LONGITUDINAL SLOPE

300 Min.

250

400

THE MIDDLE WALL TOBE EXTENDED TO LINTEL

CONCRETE ENCASED PIPE

FOOTPATH/GRASS VERGE

SL82 MESH CENTRALLY LOCATED ,TYPICAL

SL82 MESH CENTRALLYLOCATED ,TYPICAL

N12-300 CORNER BARS

N12-300 'Z' CORNER BARS

SL82 MESH CENTRALLYLOCATED, TYPICAL

C

RL C = RL B - 0.25RL C = RL RAINGARDEN

550

OOTWAY LEVEL

NGARDEN WATER LEVEL

2 ROWS OF 4/Ø20mm EVENLYSPACED HOLES PACKED WITHLOOSELY ROLLED GEO-TEXTILE

DRAINAGEDwg No.

7.2.12

RAINGARDENSRAINGARDEN INLET PITPIT PARALLEL TO THE ROAD



NOTES1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH DRAWING #7.2.12. THIS OPTION REQUIRES OBVERT OF THE STORMWATER DRAINAGE PIPE TO BE DEEPER THAN 550mm.3. SIZE OF THE BYPASS SHALL BE ADJUSTED TO SUIT THE CATCHMENT SIZE.4. LEVELS OF THE SUROUNDING SHLL BE DESIGN TO ALLOW FOR 60mm LOCAL PONDING OVER THE RAINGARDEN INLET CHAMBER.

KERB INLET PIT WITHLINTEL, LINTEL SIZE TOSUIT KERB EXTENSION

PLAN

DUCTILE IRON, CLASS D & BIKE SAFEGRATE AND FRAME OR APPROVEDEQUIVALENT. THE GRATE MUST HAVEANTI SLIP PATTERN

NEW STORMWATER PIT AS PER CITY'SSTANDARD DRAWING. (NOTE 1)

DISIPATION ROCK TODETAILS

INLET PIT TYPE 1

GUTTER TO HAVE 50mm DEPRESSIONLOCALLY WHERE ACO KERB DRAIN ISINSTALLED

2.5m ACO KERB DRAIN

1m ACO KERB DRAIN

PROVIDE 100DIS CORES INTO THE KERB DRIANTO ALLOW WATER ENTERING THE RAINGRDENAT LOWER LEVEL. KERB-DRAIN SHALL RETAINNO WATER PERMANENTLY.

10% FALLIN GUTTER

KERB INLET HOLES TO BE INSTALLED10mm LOWER THAN THE GUTTERINVERT

RO

AD

'S L

ON

GIT

UD

INA

L FA

LL2% MINROAD CROSSFALL

CONCRETE KERB

50MM DEEPGUTTER

SCALE 1:40

DRAINAGEDwg No.

7.2.13

RAINGARDENSRAINGARDEN WITH KERBDRAIN & STANDARDDRAINAGE PIT AS BYPASS



NOTE:

1. STORMWATER PIT SHALL BE CONSTRUCTED AS PER CITY'S STANDARD DRAWINGS. THE PIT SHALL BE CAREFULLY SELECTED TOSUIT SYDNEY STREET CODE & STANDARD SPEC. FROM DRAWINGS #7.1.1 TO 7.1.6.2. THE ACO KERB DRAIN OR APPROVED EQUIVALENT SHALL BE USED FOR RANGARDEN ENTRY PIT.3. THIS DETAIL IS WELL SUITED FOR THE AREAS WHERE - NO GRASS VERGE EXISTS - THE DRAINAGE PIPES ARE SHALLOWER THAN 1.20m.

FOOTPATH

SURCHARGE INLET PIT (NOTE 1)

ROAD

SLOPE

RAINGARDEN

AGG PIPES

PROVIDE 5 x 100 OPENING IN THE KERB. PROVIDE 1.70 LONG PLATETO COVER THE ENTRY STRUCTURE

GRASS VERGE

5% MIN. FALL

CROSSFALL

750 1250150mm HIGH KERB, MATERIAL TOMATCH THE KERBS

BOUNDARY

NEW STORMWATER INLET PIT AS PER DRAWING7.1.1

LEVELS SHALL BE 50mm LOWERTHAN ROAD GUTTER LEVELS

RAINGARDEN LEVELS SHALL BE CALCULATED TOALLOW FOR MINIMUM 150mm DEPTH OF PONDING

PLATE SHALL BE RECESSED INTO KERB

100mm WIDE OPENING IN KERBGALVANISED PLATE

CHEMICALLY ANCHOREDGAL. BOLTS KERB

GUTTER

FALL

FALL

25

130

6mm THICK PLATE FIXED WITH 2 N12GAL 75mm CHEMICALLY ANCHOREDBOLTS EMBEDDED INTO KERB

DRAINAGEDwg No.

7.2.14

RAINGARDENSSETOUT PLANWITH DIRECT SIDE INLET


PLAN1:100


TO STORMWATERDRAINAGE NETWORK

GALVANISED PLATE DETAIL INSTALLATION DETAIL1:50 GALVANISED PLATE DETAIL

1:10

NOTE:1- RAINGARDEN SHALL BE DESIGNED IN ACCORDANCE WITH SYDNEY STREET TECHNICAL SPECIFICATION PART A4.2- SURCHARGE PIT MAY BE DELETED UPON APPROVAL. REFER SYDNEY STREET TECHNICAL SPECIFICATION PART A4.3- THIS OPTION BEST SUITS SMALLER CATCHMENTS WHERE

- FOOTPATH HAS A GRASS VERGE. - INVERTS OF THE EXISTING DRAINAGE PIPES ARE SHALLOWER THAN 1.2m.

4- THE DRAINAGE PIT SHALL BE CONSTRUTUED IN ACCORDANCE WITH DRAWINGS #7.1.1 TO #7.1.6.

PROPERTY BOUNDARY

KERB ONLY

RAINGARDEN

KERB & GUTTER

GUTTER BRIDGE(DRAWING 7.2.8)

KERB RAMP

RAINGARDEN

450 WIDE OVERFLOW WEIR

FOOTPATH

FOO

TPA

TH

KERB RAMP

GUTTER BRIDGE & CALMING BASINDRAWING(7.2.6 & 7.2.8)

GUTTER BRIDGE (DRAWING7.2.8)

RL100.00

RL99.715

NEW DISIPATION ROCKS OVERLAID WITH MESH &OVERLAID WITH WASHED AGGREGATE GRAVEL.

BYPASS

PROVIDE 2 / 75mm WIDE OPENING IN THE KERB

PROVIDE 2/ 75mmWIDE OPENING INTHE KERB

10m

B

A

FALL (S2)

FALL (S1)

FALL (S3)

CR

OS

SFA

LL

CR

OS

SFA

LL

SECTION 11:10 -

FLUSH KERB EDGE

WASHED GRAVEL MULCH

GALVANISED CHICKEN WIRE OR PVC NET

600 - 1000 wide

500500

RAINGARDEN LAYER AND LINER TO SUIT SPECIFIC TYPE OF RAINGARDEN

DRAINAGEDwg No.

7.2.15

RAINGARDENS / SWALE SYSTEMGENERAL ARRANGEMENTNO DRAINAGE IN VICINITY


PLAN1:100


NOTE:1 - THE SLOPE AND LEVELS SPECIFIED ON THE PLAN SHALL COMPLY WITH THE COMMENT BELOW: i- S3 > S1 + 1% ii- RL A > RL B + 0.05m iii- THE CROSS FALL OF THE ROAD SHALL ALWAYS BE MAINTAINED TO BE TOWARDS THE KERB & GUTTER AND NOT LESS THAN1.5%.2 - THIS DRAWING IS A GENERAL GUIDELINE ONLY AND THE RAINGARDEN & SURROUNDINGS SHALL BE DESIGNED &CONSTRUCTED IN ACCORDANCE WITH SYDNEY STREET TECHNICAL SPECIFICATIONS PART A4.3- THE ENTRY TO THE RAINGARDEN SHALL DESIGN IN ACCORDANCE WITH DRAWING #7.2.6.

LID (UNDERSIDE)

LID (TOPSIDE)

MINIMUM 20mm WIDTH FORNUMBER PLATE

25-30mm WIDE SLOT FORCHISEL

NON-SLIP UPPER SURFACE(SAMPLE PATTERN ONLY)

TOP OF LID TO SIT FLUSHWITH TOP OF BASE

2-3mm GAP ALL ROUNDBETWEEN LID AND BASE

25-30mm WIDE SLOT FORCHISEL

MINIMUM 150x150mmOPENING INTERNAL

STAINLESS STEEL AXLE

20-30mm FLANGE FORSTABILITY

LIP AT BACK OF LID TOPREVENT INGRESS OF DIRT

MINIMUM 10mm CONTACTALL ROUND BETWEENUNDERSIDE OF LID AND SEAT

FRAME

APPROX 70-120mm DEPTH

PERMANENT SURVEY MARKSSURVEY MARKS IN CARRIAGEWAY

SECTION 1:10

SURVEY MARKSDwg No.

8.1.1



PERMANENT SURVEY MARKSSURVEY MARKS IN FOOTPATH ONLY

SECTION 1:10

SURVEY MARKSDwg No.

8.1.2



MARK NUMBER ONBRASS PLATE INSIDELID OF COVER BOX

CAST IRONCOVER BOXCONCRETE

COLLAR CONSTRUCTED ORNATURAL SURFACE

BUFFER COURSE

STAINLESS STEELPIN 195mm LONG

CONCRETE BLOCK

Notes:

1. Minimum size of concrete 460mm deep by 380mm square and enlarged at the bottom.Where solid rock is met the depth may be varied.

2. In localities where the ground is unstable the dimensions must be increased.

3. The stainless steel pin is to protrude 50mm above the surface of the concrete block.

4. The buffer course is to be a 50mm layer of crushed brick,gravel or coarse sand.

PERMANENT SURVEY MARKS70mm COVER BOX IN CARRIAGEWAY

SECTION 1:10

SURVEY MARKSDwg No.

8.1.3



CAST IRON COVER BOX , REFER DRAWING 8.1.1 FOR DETAILSPRE-CAST REINFORCED CONCRETE COLLAR

CONSTRUCTED OR NATURAL SURFACE

BUFFER COURSE


CONCRETE BLOCK

Notes:





PERMANENT SURVEY MARKS120mm COVER BOX IN CARRIAGEWAY

SECTION 1:10

SURVEY MARKSDwg No.

8.1.4



CAST IRON COVER BOX , REFER TO DRAWING 8.1.1 FOR DETAILSPRE-CAST REINFORCED CONCRETE COLLAR

CONSTRUCTED OR NATURAL SURFACE

BUFFER COURSE


CONCRETE BLOCK

Notes:





C: Standard drawings (all drawings) & Pipes Standard Gully Pit With Extended Kerb Inlet 7.1.1...

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