engineering design and construction manual … · engineering design and construction manual...

ENGINEERING DESIGN AND CONSTRUCTION MANUAL

STANDARD DRAWING INDEX

EDCM REVISION DATE DESCRIPTION

201 0 December 2015 Joint Detail for Road Pavements

202 0 December 2015 Subsurface Drain Back of Kerb

301 0 December 2015 Barrier Kerb, Edge and Invert Profiles

302 0 December 2015 Semi Mountable & Mountable Kerb profiles

303 0 December 2015 Kerb Markings

401 0 December 2015 Concrete Footpath Cross Sections and Joints

402 0 December 2015 Concrete Joint Locations And Thicknesses at Pits

403 0 December 2015 Pedestrian Crossing Kerb Ramp Details

501 0 December 2015 Residential Vehicle Crossing – Single

502 0 December 2015 Residential Vehicle Crossing – Double

503 0 December 2015 Heavy Duty Vehicle Crossing

601 0 December 2015 Single Side Entry Pit Grated 600 - B2 Kerb & Channel

602 0 December 2015 Double Side Entry Pit Grated 600 - B2 Kerb & Channel

603 0 December 2015 Single Side Entry Pit Grated SM2 Kerb & Channel

604 0 December 2015 Double Side Entry Pit Grated SM2 Kerb & Channel

605 0 December 2015 900 x 600 Junction Pit Up To 3600 mm Depth

606 0 December 2015 900 x 600 Junction Pits 3601 mm To 10,800 mm Depth

607 0 December 2015 Haunched Junction Pit Up To 3600 mm Depth

608 0 December 2015 Haunched Junction Pits 3601 mm To 10,800 mm Depth

609 0 December 2015 Step Irons

701 0 December 2015 Property Inlet Type A

702 0 December 2015 Property Inlet Type B

703 0 December 2015 Property Inlet Type C

704 0 December 2015 Property Inlet Type D

30032

5

150 (MIN)150

150

25

PAVE

MENT

JOIN

T

ASPHALT

BASE COURSE

SUBBASE COURSE

100Ø CLASS 1000 PERVIOUS PIPE,NO FINES CONCRETE FILTER STAGE 1

FILTER WITH GEOTEXTILE AROUNDTRENCH

EXISTING PAVEMENTNEW PAVEMENT

NON EXPANSIVE SUBGRADENOT TO SCALE

SUBGRADE

SEE NOTE 2

200

150

150

150 (MIN)150

PAVE

MENT

JOIN

T

EXISTING PAVEMENTNEW PAVEMENT

25

300150

SEE NOTE 1

100Ø CLASS 1000 PERVIOUS PIPE, NO FINES CONCRETE FILTER STAGE 1

FILTER WITH GEOTEXTILE AROUNDTRENCH

EXPANSIVE SUBGRADENOT TO SCALE

ASPHALT

BASE COURSE

SUBBASE COURSE

SUBGRADE

CAPPING LAYER

201

STANDARD DRAWINGS FOR

SUBDIVISIONS IN GROWTH AREAS

JOINT DETAIL FOR

ROAD PAVEMENTS

0

DEC 2015

Revision

EDCM

Date

Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 201.dwgCad File No:16 November 2015 - 2:33 PMPlot Date: Kerry WaltonPlotted by:

DateApprovedCheckedDrawnRevisionNo

Note: * indicates signatures on original issue of drawing or last revision of drawing

NOTES:1. FOR EXPANSIVE SUBGRADE, SAW CUT EXISTING ASPHALT. REFER TO

SPECIFICATION SECTION 407.17 FOR JOINT DETAIL. APPLY PRIME AND SAMI TOEXISTING PAVEMENT.

2. FOR NON EXPANSIVE SUBGRADE, SAW CUT EXISTING ASPHALT. REFER TOSPECIFICATION SECTION 407.17 FOR JOINT DETAIL. PLACE 600mm MIN WIDESTRESS ABSORBING MEMBRANE. GEOTEXTILE TO BE LOCATED CENTRALLY OVERPAVEMENT JOINT.

3. SUBSURFACE DRAINS TO BE PROVIDED BEFORE THE CONSTRUCTION OF THEPAVEMENT.

4. CONDUITS FOR GAS, WATER, ELECTRICITY AND TELECOM SERVICES TO BELOCATED CLEAR OF PAVEMENT AND THE SUBSURFACE DRAIN.

5. THE JOINT BETWEEN NEW AND OLD WEARING COURSE TO BE CRACK SEALED.6. THE JOINT BETWEEN NEW AND OLD WEARING COURSE MUST BE CONSTRUCTED

AT A LOCATION OUTSIDE THE WHEEL PATH ZONE.

ASPHALT

BASE COURSE

300

200

600

300

25

350 M

IN

D

ORDINARY BACKFILLCOMPACTED TO 95% SDDR.

SUBBASE COURSE - VARIES

CAPPING LAYER - 150mm MIN

100Ø CLASS 400 PERVIOUS PIPE WITHSECOND STAGE GEOTEXTILE SOCK.TYPE A1, A2 OR A3 FILTER BACKFILL.

EXPANSIVE SUBGRADENOT TO SCALE

SUBGRADE

NON EXPANSIVE SUBGRADENOT TO SCALE

150

MIN

SM KERB PROFILE100mm TOPSOIL

100

100

D/2 + 200

20mm CLASS 3 CRUSHED ROCKOR 20mm CLASS 3 CRUSHEDCONCRETE COMPACTED TO 97%MODIFIED.

SERVICE CONDUIT

ASPHALT

BASE COURSE

600

300

D

ORDINARY BACKFILLCOMPACTED TO 95%SDDR.

UPPER SUBBASE COURSE - VARIES

LOWER SUBBASE COURSE - VARIES

100Ø CLASS 400PERVIOUS PIPE WITH

SECOND STAGEGEOTEXTILE FILTER

SOCK. TYPE A4, A5 ORA6 FILTER BACKFILL.

SUBGRADE

SM KERB PROFILE100mm TOPSOIL

325

D/2 + 200

20mm CLASS 3 CRUSHED ROCKOR 20mm CLASS 3 CRUSHEDCONCRETE COMPACTED TO 97%MODIFIED.

SERVICE CONDUIT

2510

0

150

202



SUBSURFACE DRAIN

BACK OF KERB

0

DEC 2015

Revision

EDCM

Date




NOTES:1. CONDUITS FOR GAS, WATER, ELECTRICITY AND TELECOM SERVICES TO BE

LOCATED CLEAR OF PAVEMENT AND THE SUBSURFACE DRAIN.

110 40

20015

0MI

N15

0

R25

LINE OF KERB

INVERT CHANNEL(TO INTERSECT WITH 600-WIDTH BARRIER KERB & CHANNEL)

NOT TO SCALE

450 WIDE BARRIER KERBNOT TO SCALE

INVERT CHANNEL(TO INTERSECT WITH SEMI-MOUNTABLE OR 450-WIDTH

BARRIER KERB & CHANNEL)NOT TO SCALE

600 WIDE BARRIER KERBNOT TO SCALE

EDGE STRIPNOT TO SCALE

R15

R15 R15

R15

R15

301



BARRIER KERB, EDGE

AND INVERT PROFILES

0

DEC 2015

Revision

EDCM

Date




NOTES:1. CONCRETE SHALL BE NORMAL CLASS N25 COMPLYING WITH THE REQUIREMENTS

OF AS. 1379. REFER TO VICROADS STANDARD SPECIFICATION 703 FORREQUIREMENTS OF CONCRETE TO BE USED IN EXTRUSION MACHINES.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN FORTHE RECOMMENDED USE OF KERBS AND CHANNELS.

3. WEAK PLANE JOINTS (WPJ) TO BE PLACED AT 2500 CENTRES.4. CHAMFERS ARE 15mm X 15mm UNLESS OTHERWISE SHOWN.5. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN.

600

110 40450

LINE OF KERB

R25

600 B2

190

110

40

600

110 40450

R25

150

16515

600 B3

R25

40

190

450B2

110 40300

LINE OF KERB11

0

B3

R25

9 150

450

110 40300

LINE OF KERB

150

150

MIN

LIP OFKERB

200LINE OF KERB

150

750

LINE OF KERB45040

R500

600

LINE OF KERB300

150

40

R500

LINE OF KERB

B1

MOUNTABLE KERBSNOT TO SCALE

SEMI-MOUNTABLE KERBSNOT TO SCALE

302



SEMI MOUNTABLE &

MOUNTABLE KERB PROFILES

0

DEC 2015

Revision

EDCM

Date

Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 302-2.dwgCad File No:16 November 2015 - 2:51 PMPlot Date: Kerry WaltonPlotted by:



SM115

0MI

N12

5

25R

300

225R

15R 110 190

300 LINE/LIP OF KERB110 190 300

150

MIN

4012

5

600

R225

LINE OF KERB

15RLIP OF KERB

R75

SM2

R75

R225

110 190 300

150

MIN

125

9

600

LIP OF KERB

LINE OF KERB

15R

SM3

150

MIN

10R

300

15R

LINE/LIP OF KERB

50

M1

150

MIN

40

600

LIP OFKERB

LINE OF KERB

15R

50

300

SHARP TRANSITION

300

300

150

MIN

9

600

LIP OFKERB

M3

300

15R

50

SHARPTRANSITION

NOTES:1. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE COMPLYING

WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS STANDARD SPECIFICATION703 FOR REQUIREMENTS OF CONCRETE TO BE USED IN EXTRUSION MACHINES.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGN FOR THERECOMMENDED USE OF KERBS AND CHANNELS.

3. CONTRACTION JOINTS TO BE PLACED AT 3000 CENTRES.4. CHAMFERS ARE 15mm X 15mm UNLESS OTHERWISE SHOWN.5. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE SHOWN.

10R

300

15R

LINE/LIP OF KERB

100

150

MIN

40

M4

M2

150

MIN

600

LIP OFKERB

LINE OF KERB

15R

100

10 x 10 CHAMFER

30040

10R40

300

150

MIN

600

LIP OFKERB

15R

100

10 x 10CHAMFER

300

10R

300

9

M5

M6

LINE OF KERB

LINE OF KERB

THIS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE A WATER SERVICE CONDUITIS PLACED ACROSS THE ROADWAY.

THIS SYMBOL SHALL BE MARKED ONTHE FACE OF THE KERB IN LINE WITHTHE POSITION WHERE A PROPERTYSTORMWATER CONNECTION ISPROVIDED TO AN UNDERGROUNDSTORMWATER PIPE OR PIT.

THIS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVETHE POSITION WHERE A GAS SERVICECONDUIT IS PLACED.

THIS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE AN ELECTRICAL SERVICECONDUIT IS PLACED.

THIS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE A TELECOMMUNICATIONSSERVICE CONDUIT IS PLACED.

THIS SYMBOL SHALL BE MARKED ON THEFACE OF THE KERB IMMEDIATELY ABOVE THEPOSITION WHERE A RECYCLED WATERSERVICE CONDUIT IS PLACED.

303



KERB MARKINGS

0

DEC 2015

Revision

EDCM

Date




75

75

75

75

75

75

75

75

75

75

75

75

NOTES:1. WIDTH AND DEPTH OF LETTERS TO BE 2-5mm.

1500 MIN. 7550

NATURE STRIP1 IN 50 CROSSFALL

TITL

EBO

UNDA

RY

50mm THICK OF 20mmCLASS 3 CRUSHED ROCK OR

CLASS 3 CRUSHED CONCRETEMECHANICALLY COMPACTED

125 mm THICK N25 CONCRETE PATHWITH SL72 MESH 50mm TOP COVER.

MESH TO HAVE 50mm COVER TO ALL EDGES

TYPICAL FOOTPATH CROSS SECTION

W.P.J.30 DEEP

5

15mm THICK RESINBONDED CORK STRIP FULL DEPTH OF CONCRETE

OR APPROVED EXPANSION MATERIAL AND SEALANT

CONSTRUCTION JOINT(C.J.)

(NOTE 1.)

CONTROL JOINT /WEAKENED PLANE JOINT

(W.P.J.)(NOTE 4.)

EXPANSION JOINT(E.J.)

(NOTE 2.)

CONCRETE JOINT DETAILS

N12 DOWEL BAR, 450 LONG(SEE NOTE 2.)

NOTES:

C.J.

N12 TIE BARS, 450 LONG(SEE NOTE 1.)

R6 R6 R6 R6

225 225

R6 R6

ISOLATION JOINT(I.J.)

E.J. I.J.

15mm THICK RESINBONDED CORK STRIP FULL DEPTH OF CONCRETE

OR APPROVED EXPANSION MATERIAL AND SEALANT

401



CONCRETE FOOTPATH

CROSS SECTIONS AND JOINTS

0

DEC 2015

Revision

EDCM

Date

Q:\Infrastructure Planning\EDCM Standard Drawings\ECDM - 401.dwgCad File No:16 November 2015 - 4:24 PMPlot Date: Kerry WaltonPlotted by:



1. TIE BARS TO BE INSTALLED AT 400 MAXIMUM CENTRES COMMENCING 150 FROM EDGE.2. DOWEL BARS TO BE INSTALLED AT 400 CENTRES COMMENCING AT A MINIMUM OF 100 AND

A MAXIMUM OF 200 FROM THE EDGE OF PATH. 16 DIAMETER PVC SLEEVE WITH END CAPOR CLOSED END TO BE FITTED TO ONE END OF THE BAR. DOWEL BARS TO BE SECURELYTIED TO LONGITUDINAL REINFORCING MESH.

3. EXPANSION JOINTS (EJ) LOCATED BOTH SIDE OF VEHICLE CROSSING AND AT A MAXIMUMOF 12000 CENTRES.

4. WEAKENED PLANE JOINTS LOCATED AT SPACINGS EQUAL TO THE WIDTH OF THE PATHAND MADE WITH A 'T' IRON OR CONCRETE SAW CUT.

5. IN SHARED PATHS WEAKENED PLANE JOINTS MUST BE MADE BY CONCRETE SAWCUTTING.

6. CONCRETE TO BE LIGHT BROOM FINISH WITH EDGE AND JOINTS NEATLY TOOLED AFTERTHE BROOM IS APPLIED.

7. ALL FINISHED SURFACES TO COMPLY WITH AS 4586 SLIP RESISTANT CLASSIFICATION OFNEW PEDESTRIAN SURFACE MATERIAL.

8. THE USE OF COLOURED CONCRETE MUST BE APPROVED BY COUNCIL. MINIMUMSTRENGTH OF COLOURED CONCRETE TO BE 32 MPa.

9. FORMWORK TIMBER TO BE MIN. 125mm DEEP.10. ALL DIMENSIONS IN MILLIMETRES.11. SHARED PATHS TO BE 2.5m IN WIDTH MINIMUM. REFER TO APPROVED CONSTRUCTION

PLANS FOR ACTUAL WIDTH.

PIT/ACCESS HOLE AT EDGE (PLAN)

NOT TO SCALE

PIT/ACCESS HOLE NOT AT EDGE (PLAN)

NOT TO SCALE

W.P.J

W.P.J

W.P.J W.P.J

I.J

I.J

I.J

I.J

I.J

NOTES:

REFER FIGURE EDCM401 FOR JOINT DETAILSW.P.J = WEAKENED PLANE JOINTI.J = ISOLATION JOINT

W.P.J

I.J

I.J

FOOTPATH THICKENING AROUND PITS

NOT TO SCALE

W.P

.J

W.P.J

W.P

.J

W.P

.J W.P

.J

W.P

.JI.J

W.P

.JW

.P.J

W.P

.J

175

125

SEENOTE 2

W.P

.J

402


SUBDIVISION IN GROWTH AREAS

JOINT DETAIL FOR

PITS WITHIN PATHS

0

DEC 2015

Revision

EDCM

Date




1. FOR JOINT & CONCRETE DETAILS REFER EDCM 401.2. FOOTPATH THICKENING AT PIT TO EXTEND FROM PIT TO NEXT W.P.J. OR 500mm WHICH

EVER IS THE GREATER.

VARIES

50mm THICK 20mm CLASS 3CRUSHED ROCK OR CLASS 3CRUSHED CONCRETEMECHANICALLY COMPACTED

125mm THICK 25 MPaCONCRETE WITH SL72MESH TOP 50 COVER.

MESH TO HAVE 50COVER TO ALL EDGES SECTION A - A

ROAD PAVEMENT

1 IN 8 MAX

NOT TO SCALE

1520 MAX

1 IN 50

N12 DEFORMED BARS 300mmLONG AT 300mm CENTRES,CENTRALLY PLACED

FOOTPATH (REFER TO EDCM 401) PRAM CROSSING (KERB RAMP)

VARIES

50mm THICK 20mm CLASS 3FINE CRUSHED ROCK

125mm THICK N25CONCRETE WITH

SL72 MESH TOP 50COVER. MESH TO

HAVE 50 COVER TOALL EDGES

SECTION A - A RETROFIT TO EXISTING KERBNOT TO SCALE

190 MAX

1520 MAX

1 IN 50

BEGIN RAMP AT CHANNEL INVERTWITH SHARP TRANSITION - NOBULLNOSE 166o MIN. ANGLEBETWEEN RAMP & CHANNEL TOALLOW WHEELCHAIR ACCESS.

N12 DEFORMED BARS450mm LONG AT300mm CENTRES,CENTRALLY PLACED

LANDING KERB RAMP KERB TRAY

MAXIMUM SLOPE OF'KERB RAMP' 1: IN 8

E.J.

PROPERTY LINE PROPERTY LINE

W.P.J.

W.P.J.

W.P.J.

W.P.J.

REFER TONOTE 6

W.P.J.

W.P.J.

1:50

10.0m

W.P

.J.

B2 KERB & CHANNEL

CONCRETEFOOTPATH1.5 - 3.0m(TYPICAL)

PROPERTYSPLAY (VARIES)

NOT TO SCALE

W.P

.J.

W.P

.J.

W.P

.J.

E.J.

E.J.

W.P

.J.

W.P

.J.

NOT TO SCALE

E.J.1:5

0W.P.J.

W.P.J.

W.P

.J. W.P

.J.

10.0m

MINIMISE SLOPE VARIATION

BETWEEN THESE POINTS

45o MAX TYP.REFER TONOTE 6

TANGENT POINT

TANGENT POINT

TYPICAL MID-BLOCKPEDESTRIAN CROSSING

TYPICAL PEDESTRIANCROSSING

OPPOSING KERB RAMPSTO BE ALIGNED

NOT TO SCALECONTINUOUS ACCESSIBLE PATH OF TRAVEL (CAPT)

DEFINITIONS:CONTINUOUS ACCESSIBLE PATH OF TRAVEL (CAPT) AN UNINTERRUPTED PATH OF TRAVEL TO, INTO OR WITHIN A

BUILDING PROVIDING ACCESS TO ALL ACCESSIBLEFACILITIES (AS1428.1)

DIRECT CAPT WHERE THE KERB RAMP IS ALIGNED WITH THE BUILDING LINE

AND IN DIRECTION OF TRAVEL ACROSS THE CARRIAGEWAY(REFER FIGURE ABOVE)

MAJOR STREET

MINO

R ST

REET

CAPT NOTPROVIDED FORMINOR STREET

ROAD TAKING PRIORITYINTERSECTION

TYPE

LOCAL - LOCAL

ROAD WITH HIGHER PEDESTRIANTRAFFIC VOLUME, I.E. CONTINUOUSLOCAL STREET OVER DEADEND/COURT BOWL TYPE.

COLLECTOR ROADCOLLECTOR - LOCAL

ROAD WITH HIGHER PEDESTRIANTRAFFIC VOLUMECOLLECTOR - COLLECTOR

ARTERIAL ROADARTERIAL - COLLECTOR

ROAD WITH HIGHER PEDESTRIANTRAFFIC VOLUMEARTERIAL - ARTERIAL

OPPOSING KERB RAMPSTO BE ALIGNED

A A

W.P.J.

W.P.J.

W.P

.J.

403



PEDESTRIAN CROSSING

KERB RAMP DETAILS

0

DEC 2015

Revision

EDCM

Date




NOTES:1. TACTILE GROUND SURFACE INDICATORS (TGSI's) TO BE INSTALLED AT LOCATIONS SHOWN ON THE APPROVED PLANS, IN ACCORDANCE WITH AS1428.4.2. ALL FINISHED SURFACES MUST COMPLY WITH AS 4586 - SLIP RESISTAN T CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS.3. FOR KERB RAMP RETRO-FITTING, SAW-CUT EXISTING KERB AND DRILL IN N12 DEFORMED BARS 450mm LONG AT 300mm CENTRES, PARALLEL TO KERB.4. SPLAYS TO BE 1000mm WITH KERB TRANSITION, OR AT 45 o IF KERB RAMP LENGTH IS LESS THAN 1000mm.5. CONCRETE TO BE LIGHT BROOM FINISH, UNLESS OTHERWISE SPECIFIED, WITH EDGES AND JOINTS NEATLY TOOLED AFTER THE BROOM IS APPLIED.6. ALL TRANSITIONS IN RAMP AND SPLAY GRADE SHALL BE SHARP, TO ASSIST PEDESTRIAN NAVIGATION.7. NO BULLNOSE IN THE INVERT OF KERB SHALL BE ACCEPTED.8. REFER TECHNICAL SPECIFICATION FOR ROADS AND DRAINAGE WORKS FOR JOINT SPACING REQUIREMENTS.

FOOTPATH SECTION VARIES

W + 1200

1500TYPICAL

750MIN

3500 (W)

N12 TIE BARS 450mm LONG @300mm CENTRES, CENTRALLY

PLACED

SL72 MESH PLACED ON BAR CHAIRS50mm TOP COVER2 No. N12 TIE BARS 450mm LONG @ 300 CENTRESPARALLEL TO KERB (RETRO FIT CONSTRUCTIONONLY)

600600

150


125mm THICK N25 CONCRETEWITH SL72 MESH TOP 50 COVER.

MESH TO HAVE 50 COVER TO ALL EDGES

50

750

750

SECTION A - A

PLAN

TRANSITION OFTHE KERB


BACK OF KERB BACK OF KERB

E.J. E.J.

TITLE BOUNDARY

TITL

E BO

UNDA

RY

FOOTPATH FOOTPATH

A

A

TITL

E

BO

UNDA

RY1 IN 50

REFER FIGURE EDCM401 FOR JOINTING DETAILSW.P.J = WEAKENED PLANE JOINTE.J. = EXPANSION JOINTC.J. = CONSTRUCTION JOINT

ROAD PAVEMENT

1 IN 10 MAX1 IN 50 MIN

TABLE 1: MINIMUM CLEARANCESBETWEEN CROSSOVERS 7 METRES AT KERB

DRAINAGE PITS0.75 METRES

(WITHIN 0.75m - INSTALL CLASS D PIT LID)

1 METRE

1 METRE

1 METRE

6 METRES FROM TANGENT POINTAND CLEAR OF SPLITTER ISLANDS

2 METRES AT KERB

2.5 METRES

1 METRE

1 METRE

TRAFFIC MANAGEMENT DEVICES

UTILITY SERVICE ASSETS

STREET LIGHT

PRAM CROSSING

TREES

FIRE HYDRANT

LEGAL POINT OF DISCHARGE

INTERSECTIONS

MATC

HFS

L LEV

EL

600

W.P.J.

FOOT

PATH

SEE

NOTE

8

W.P

.J.

W.P.J. W.P

.J.

W.P.J.

W.P

.J.

W.P

.J.

LAYBACK W.P.J.C.J.

W.P.J.

NOT TO SCALE

NOT TO SCALE

WPJ EQUALLY SPACED(2000 MAX. CENTRES)

501



RESIDENTIAL

VEHICLE CROSSING - SINGLE

0

DEC 2015

Revision

EDCM

Date




NOTES:1. NO BULLNOSE IN THE INVERT OF KERB.2. CONCRETE TO BE LIGHT BROOM FINISH WITH EDGES AND JOINTS NEATLY

TOOLED AFTER THE BROOM IS APPLIED.3. ALL FINISHED SURFACES TO COMPLY WITH AS 4586 - SLIP RESISTANT

CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS.4. THE USE OF PATTERN PAVING OR COLOURED CONCRETE MUST BE APPROVED BY

COUNCIL. MINIMUM STRENGTH OF COLOURED CONCRETE 32 MPa.5. WIDTH OF CROSSING (W) 3500 UNLESS SHOWN OTHERWISE ON APPROVED PLANS.6. WHERE CONCRETE PAVING CROSSES SERVICE, SEWER AND DRAINAGE

TRENCHES, THE TRENCHES TO BE BACKFILLED WITH COMPACTED 20mm CLASS 3CRUSHED ROCK OR CLASS 3 CRUSHED CONCRETE.

7. WHERE VEHICLE CROSSING IS RETROFITTED THE EXISTING KERB AND CHANNELIS TO BE REMOVED AND IF THE EXISTING FOOTPATH IS LESS THAN 125mm THICK -ONE BAY OF PATH (TYPICAL 1500 WIDE) ON EITHER SIDE OF THE CROSSING IS TOBE REMOVED, REPLACED WITH 125mm THICK FOOTPATH AND JOINED TO THEEXISTING PATH WITH AN EXPANSION JOINT REFER FIGURE EDCM401.

SECTION A - A


TITL

E

BO

UNDA

RY1 IN 50




50

ROAD PAVEMENT





1 METRE

1 METRE

1 METRE


2 METRES AT KERB

2.5 METRES

1 METRE

1 METRE



STREET LIGHT

PRAM CROSSING

TREES

FIRE HYDRANT


INTERSECTIONS

750


2W + 1200

1500

1500 3500 (W)

N12 TIE BARS 450mm LONG @ 300mmCENTRES, CENTRALLY PLACED

SL72 MESH PLACED ON BAR CHAIRS50mm TOP COVER2 No. N12 TIE BARS 450mm LONG @300 CENTRES PARALLEL TO KERB(RETRO FIT CONSTRUCTION ONLY)

600600

750

PLAN




E.J. E.J.

TITLE BOUNDARYTI

TLE

BOUN

DARY

FOOTPATH FOOTPATH

A

A

W.P.J.

FOOT

PATH

SEE

NOTE

8W

.P.J.

W.P.J. W.P

.J.W.P.J.

LAYBACKW.P.J.

C.J.

NOT TO SCALE

W.P.J.W.P.J.

W.P.J.W.P.J.

W.P.J.W.P.J. W.P.J.

W.P

.J.

W.P

.J.

W.P

.J.

W.P

.J.

W.P

.J.

W.P

.J.

W.P

.J.

3500 (W)

VARI

ES

FOOT

PATH

NOT TO SCALE


150

MATC

HFS

L LEV

EL

600

502



RESIDENTIAL

VEHICLE CROSSING - DOUBLE

0

DEC 2015

Revision

EDCM

Date




NOTES:1. NO BULLNOSE IN THE INVERT OF KERB.2. CONCRETE TO BE LIGHT BROOM FINISH WITH EDGES AND JOINTS NEATLY TOOLED

AFTER THE BROOM IS APPLIED.3. ALL FINISHED SURFACES TO COMPLY WITH AS 4586 - SLIP RESISTANT




7. WHERE VEHICLE CROSSING IS RETROFITTED THE EXISTING KERB AND CHANNELIS TO BE REMOVED AND IF THE EXISTING FOOTPATH IS LESS THAN 125mm THICK -ONE BAY OF PATH (TYPICAL 1500 WIDE) ON EITHER SIDE OF THE CROSSING IS TOBE REMOVED, REPLACED WITH 125mm THICK FOOTPATH AND JOINED TO THEEXISTING PATH WITH AN EXPANSION JOINT REFER FIGURE EDCM401.


W + 1200

1500TYPICAL

750MIN

4000 (W) - MINIMUM

N12 TIE BARS 450mm LONG @300mm CENTRES, CENTRALLY

PLACED

SL82 MESH PLACED ON BAR CHAIRS50mm TOP COVER2 No. N12 TIE BARS 450mm LONG @ 300 CENTRESPARALLEL TO KERB (RETRO FIT CONSTRUCTIONONLY)

600600




50

750

750

SECTION A - A

PLAN




E.J. E.J.

TITLE BOUNDARY

TITL

E BO

UNDA

RY

FOOTPATH FOOTPATH

A

A

TITL

E

BO

UNDA

RY1 IN 50


ROAD PAVEMENT





1 METRE

1 METRE

1 METRE


2 METRES AT KERB

2.5 METRES

1 METRE

1 METRE



STREET LIGHT

PRAM CROSSING

TREES

FIRE HYDRANT


INTERSECTIONS

W.P.J.

FOOT

PATH

SEE

NOTE

8

W.P

.J.

W.P.J. W.P

.J.

W.P.J.

W.P

.J.

W.P

.J.

LAYBACK W.P.J.C.J.

W.P.J.

NOT TO SCALE

NOT TO SCALE


MATC

HFS

L LEV

EL

503



HEAVY DUTY

VEHICLE CROSSING

0

DEC 2015

Revision

EDCM

Date




NOTES:1. NO BULLNOSE IN THE INVERT OF KERB.2. CONCRETE TO BE LIGHT BROOM FINISH WITH EDGES AND JOINTS NEATLY

TOOLED AFTER THE BROOM IS APPLIED.3. ALL FINISHED SURFACES TO COMPLY WITH AS 4586 - SLIP RESISTANT




7. WHERE VEHICLE CROSSING IS RETROFITTED THE EXISTING KERB AND CHANNELIS TO BE REMOVED AND IF THE EXISTING FOOTPATH IS LESS THAN 200mm THICK -ONE BAY OF PATH (TYPICAL 1500 WIDE) ON EITHER SIDE OF THE CROSSING IS TOBE REMOVED, REPLACED WITH 200mm THICK FOOTPATH ON 100mm THICK 20mmCLASS 3 CRUSHED ROCK OR CLASS 3 CRUSHED CONCRETE AND JOINED TO THEEXISTING PATH WITH AN EXPANSION JOINT REFER FIGURE EDCM401.

CAST IN-SITU ORPRE-CAST INLET PIT UNIT

C.J

C.J

SECTION A - ANOT TO SCALE

PLANNOT TO SCALE

"BIKE-SAFE" HOT DIP GALVANIZED ORCAST IRON CLASS D GRATING & FRAMETO SUIT BARRIER KERB PROFILE.

150 350 100

500

700

60

300 M

in

B2

Ø 225 Min

900

(CAS

T IN

-SIT

U OR

PRE

-CAS

T UN

IT)

1200

AA

BACK

OF

KERB

FACE

OF

KERB

LIP O

F KE

RB

4545

150

OR O

FFSE

TGR

ATED

PIT

FROM

PIP

E

REFEREDCM 605,606, 607 &

608 FORJUNCTION

DETAILS.

SEE NOTE 6

SEE NOTE 6

1000

1000

601



600 B2 KERB & CHANNEL

0

DEC 2015

Revision

EDCM

Date




NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF KERB.2. FOR PIPE GREATER THAN 525mm JUNCTION PIT TO BE HAUNCHED.3. SUBJECT TO COUNCIL APPROVAL PRECAST PITS COMPLYING WITH AS 5100 BRIDGE

DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BE USED.4. CHANNEL GRATES TO COMPLY WITH AS 3996, BE FITTED WITH AN APPROVED LOCKING

DEVICE AND HAVE A CLEAR OPENING OF 900mm X 350mm.5. 225mm DIAMETER SEWER GRADE PVC PIPE WHEN GAP BETWEEN CATCH PIT AND

JUNCTION PIT IS LESS THAN 300mm. 225mm DIAMETER REINFORCED CONCRETE PIPEWHEN GAP IS GREATER THAN 300mm.

6. WHEN PIT IS USED WITH 300mm WIDE KERB TRAY-FLARE, KERB TRAY TO MATCH WIDTH OFPIT

7. SHAPE FLOOR OF PIT TO OUTLET & RENDER FLOOR AND WALLS TO CLASS 2 FINISH.8. CONCRETE STRENGTH 32 MPa AT 28 DAYS.9. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FOR MWC

WORKS REFER TO MWC LAND DEVELOPMENT MANUAL

C.J

900 (

INTE

RNAL

)

A

45

C.J

CAST

IN-S

ITU

OR P

RE-C

AST

UNIT

BACK

OF

KERB

FACE

OF

KERB

LIP O

F KE

RB

A

CAST IN-SITU ORPRE-CAST INLET PIT UNIT

"BIKE-SAFE" HOT DIP GALVANIZED ORCAST IRON CLASS D GRATING & FRAMETO SUIT BARRIER KERB PROFILE.

150 350 100

500

700

60

300 M

in

Ø 225 Min

4545

4515

015

015

015

090

0 (IN

TERN

AL)


PLANNOT TO SCALE

REFER EDCM 605, 606, 607 &608 FOR JUNCTION DETAILS.

150

OR O

FFSE

TGR

ATED

PIT

FROM

PIP

E

1000

1000

SEE NOTE 6

SEE NOTE 6

602



600 B2 KERB & CHANNEL

0

DEC 2015

Revision

EDCM

Date




NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF KERB.2. FOR PIPE GREATER THAN 525mm JUNCTION PIT TO BE HAUNCHED.3. SUBJECT TO COUNCIL APPROVAL PRECAST PITS COMPLYING WITH AS 5100 BRIDGE

DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BE USED.4. CHANNEL GRATES TO COMPLY WITH AS 3996, BE FITTED WITH AN APPROVED LOCKING

DEVICE AND HAVE A CLEAR OPENING OF 900mm X 350mm.5. 225mm DIAMETER SEWER GRADE PVC PIPE WHEN GAP BETWEEN CATCH PIT AND

JUNCTION PIT IS LESS THAN 300mm. 225mm DIAMETER REINFORCED CONCRETE PIPEWHEN GAP IS GREATER THAN 300mm.

6. WHEN PIT IS USED WITH 300mm WIDE KERB TRAY - FLARE KERB TRAY TO MATCH WIDTH OFPIT.

7. SHAPE FLOOR OF PIT TO OUTLET & RENDER FLOOR AND WALLS TO CLASS 2 FINISH.8. CONCRETE STRENGTH 32 MPa AT 28 DAYS.9. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FOR MWC

WORKS REFER TO MWC LAND DEVELOPMENT MANUAL

AA

CAST IN-SITU OR PRE-CASTINLET PIT UNIT

SM2 / SM2 MOD

"BIKE-SAFE" HOT DIP GALVANIZED OR CASTIRON CLASS D GRATING & FRAME TO SUITSM2 PROFILE.

150 350 100

500

700

300 M

in

Ø 225 Min

60

C.J

C.J

900

(CAS

T IN

-SIT

U OR

PRE

-CAS

T UN

IT)

1200

BACK

OF

KERB

FACE

OF

KERB

LIP O

F KE

RB45

45

150

150


PLANNOT TO SCALE

150

OR O

FFSE

TGR

ATED

PIT

FROM

PIP

E


603



SM2 KERB & CHANNEL

0

DEC 2015

Revision

EDCM

Date




NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF

KERB.2. FOR PIPE GREATER THAN 525mm JUNCTION PIT TO BE HAUNCHED.3. SUBJECT TO COUNCIL APPROVAL PRECAST PITS COMPLYING WITH AS 5100

BRIDGE DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BEUSED.

4. CHANNEL GRATES TO COMPLY WITH AS 3996, BE FITTED WITH AN APPROVEDLOCKING DEVICE AND HAVE A CLEAR OPENING OF 900mm X 350mm.

5. 225mm DIAMETER SEWER GRADE PVC PIPE WHEN GAP BETWEEN CATCH PITAND JUNCTION PIT IS LESS THAN 300mm. 225mm DIAMETER REINFORCEDCONCRETE PIPE WHEN GAP IS GREATER THAN 300mm.

6. SHAPE FLOOR OF PIT TO OUTLET & RENDER FLOOR AND WALLS TO CLASS 2FINISH.

7. CONCRETE STRENGTH 32 MPa AT 28 DAYS.8. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS.

FOR MWC WORKS REFER TO MWC LAND DEVELOPMENT MANUAL

A A

CAST IN-SITU ORPRE-CAST INLET PITUNIT

SM2 / SM2 MOD

"BIKE-SAFE" HOT DIP GALVANIZED OR CASTIRON CLASS D GRATING & FRAME TO SUITSM2 PROFILE.

150 350 100

500

700

300 M

in

Ø 225 Min

60

900 (

INTE

RNAL

)45

CAST

IN-S

ITU

OR P

RE-C

AST

UNIT

BACK

OF

KERB

FACE

OF

KERB

LIP O

F KE

RB45

4545

150

150

150

150

900 (

INTE

RNAL

)

SECTION A - ANOT TO SCALEPLAN

NOT TO SCALE

C.J

C.J


150

OR O

FFSE

TGR

ATED

PIT

FROM

PIP

E

604



GRATED CHANNEL PIT

SM2 KERB - DOUBLE

0

DEC 2015

Revision

EDCM

Date





KERB.2. FOR PIPE GREATER THAN 525mm JUNCTION PIT TO BE HAUNCHED.3. SUBJECT TO COUNCIL APPROVAL PRECAST PITS COMPLYING WITH AS 5100


4. CHANNEL GRATES TO COMPLY WITH AS 3996, BE FITTED WITH AN APPROVEDLOCKING DEVICE AND HAVE A CLEAR OPENING OF 900mm X 350mm.

5. 225mm DIAMETER SEWER GRADE PVC PIPE WHEN GAP BETWEEN CATCH PITAND JUNCTION PIT IS LESS THAN 300mm. 225mm DIAMETER REINFORCEDCONCRETE PIPE WHEN GAP IS GREATER THAN 300mm.

6. SHAPE FLOOR OF PIT TO OUTLET & RENDER FLOOR AND WALLS TO CLASS 2FINISH.

7. CONCRETE STRENGTH 32 MPa AT 28 DAYS.8. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS.

FOR MWC WORKS REFER TO MWC LAND DEVELOPMENT MANUAL

A A


PLAN VIEWNOT TO SCALE

MUNICIPALITIESCASEY

LOCATION OF PITRESERVES CLASS B - FIBRE GLASS

BRANCHCONNECTION

600 150150

150

900

150

HUME WYNDHAM

CLASS B - CONCRETE CLASS B - CONCRETE

CARDINIA

MITCHELLMELTON

WHITTLESEA

EASEMENTS CLASS B - FIBRE GLASS

NATURESTRIPS CLASS B - FIBRE GLASS

CLASS B - CONCRETEOR FIBRE GLASS

CLASS B - CONCRETE


CLASS B - CONCRETE

WITHIN 0.75M OF AVEHICLE CROSSING CLASS D - CAST IRON

WITHIN A VEHICLECROSSING CLASS D - CAST IRON

CLASS D - CAST IRON CLASS D - CAST IRON


ROAD PAVEMENT CLASS D - CAST IRON CLASS D - CAST IRON CLASS D - CAST IRON

PIT COVER SCHEDULE

600

300 M

in

600

300 Min

CORNER REINFORCEMENT LAP DETAILNOT TO SCALE

600 150

3600

MAX

DEP

TH

75

60

D/3

SL92 REINFORCEMENT

SEE NOTE 3

REFER TO PIT COVER SCHEDULEFOR PIT COVER TYPE

SEE NOTE 4

75

1200

1200

MAX

DEP

TH

600150 150

60

D/3

150


SEE NOTE 12

SEE NOTE 4

SEE NOTE 3


PIT 1201 TO 3600 DEPTHPIT TO 1200 DEPTH

REFER TOEDCM 609

REFER TOEDCM 609

605



900mm X 600mm JUNCTION PIT

UP TO 3600mm DEPTH

0

DEC 2015

Revision

EDCM

Date





KERB.2. PIT TO BE HAUNCHED WHERE THE PIPE DIAMETER PLUS 75 IS GREATER THAN

THE WIDTH OF THE PIT.3. INSTALL 100mm DIAMETER PENETRATION FOR SUBSURFACE DRAINAGE.4. FLOOR OF PIT TO BE SHAPED ON COMPLETION OF PIT WITH NO SLUMP

CONCRETE.5. SUBJECT TO COUNCIL APPROVAL PRECAST PITS COMPLYING WITH AS 5100


6. PITS TO BE FITTED WITH STEP IRONS.7. PIT COVER LEVEL TO MATCH FINISHED SURFACE LEVEL.8. PIT COVERS TO BE IMPRINTED WITH THE CLASS OF THE COVER AND WEIGHT.9. FIBRE GLASS PIT COVERS TO BE FITTED WITH AN APPROVED LOCKING DEVICE

AND INSTALLED TO OPEN TO THE VERGE SIDE OF THE ROAD.10. FIBRE GLASS PIT COVERS TO BE ATTACHED WITH 4 N o - 10mm DIA. 75mm LONG

MASONRY ANCHORS OR AS PER MANUFACTURERS DETAILS.11. FIBRE GLASS PIT COVERS TO HAVE A CLEAR OPENING OF 900mm X 600mm.12. PITS GREATER THAN 1200 DEPTH TO BE REINFORCED13. CONCRETE PIT COVERS TO BE INSTALLED ON A 5mm BED OF MORTAR.14. FABRIC IN SHAFT TO HAVE MAIN BARS HORIZONTAL.15. CLEAR COVER TO REINFORCEMENT NOT LESS THAN 50mm.16. RETURN REINFORCEMENT BARS TO BE FABRIC OR EQUIVALENT BARS.17. CONCRETE STRENGTH 32 MPa AT 28 DAYS.18. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS.

FOR MWC WORKS REFER TO MWC LAND DEVELOPMENT MANUAL.

3600

MAX

DEP

TH

60

D/3


REFER TO PITCOVER SCHEDULE

FOR PIT COVERTYPE

SEE NOTE 4

900 X 600250 250

7200

MAX

DEP

TH

7200

MAX

DEP

TH

75

60D/

3


SEENOTE 3


SEE NOTE 4

900 X 600250 250

75

3600

MAX

DEP

TH

3600

MAX

DEP

TH


60030

0 Min

600300 Min

150

250

150

250

200

75

SEENOTE 3

75

SL92REINFORCEMENT SL92

REINFORCEMENT

REFER TOEDCM 609

REFER TOEDCM 609

606



900mm X 600mm JUNCTION PITS

3601mm TO 10800mm DEPTH

0

DEC 2015

Revision

EDCM

Date




MUNICIPALITIESCASEY


HUME WYNDHAM


CARDINIA

MITCHELLMELTON

WHITTLESEA




CLASS B - CONCRETE


CLASS B - CONCRETE

WITHIN 0.75m OF AVEHICLE CROSSING CLASS D - CAST IRON





PIT COVER SCHEDULE










A A

3600

MAX

DEP

TH

75

60D/

3


PLAN VIEWNOT TO SCALE

MUNICIPALITIESCASEY


SEE NOTE 3


BRANCHCONNECTION

150

900

150

SEE NOTE 4

HUME WYNDHAM


CARDINIA

MITCHELLMELTON

WHITTLESEA




CLASS B - CONCRETE


CLASS B - CONCRETE





NATURESTRIPS CLASS D - CAST IRON CLASS D - CAST IRON CLASS D - CAST IRON

PIT COVER SCHEDULE

W150 150

75 1200

MIN

2000

DES

IRAB

LE22

5

1801 - 2400 RL12181201 - 1800 RL918UP TO 1200 SL92

PIT WIDTH "W" REINFORCEMENT

REINFORCEMENT DETAILS

600

300 M

in

600

300 Min


1200

REFER TOEDCM 609

607



HAUNCHED JUNCTION PIT

UP TO 3600mm DEPTH

0

DEC 2015

Revision

EDCM

Date













3600

MAX

DEP

TH75

60D/

3

PIT 3601 TO 7200 DEPTHNOT TO SCALE

REFER TO PIT COVERSCHEDULE FOR PIT

COVER TYPE

"W"250 250

75

7200

MAX

DEP

TH

7200

MAX

DEP

TH

75

PITS 7201 TO 10800 DEPTHNOT TO SCALE

75

3600

MAX

DEP

TH

3600

MAX

DEP

TH


60030

0 Min

600300 Min

SEE NOTE 4


60D/

3

"W"250 250

250

200

2000

225

UP TO 1200 SL92

PIT WIDTH "W" REINFORCEMENT

REINFORCEMENT DETAILS

250

SEE NOTE 4

2000

225

225

225

1201 - 1800 RL9181801 - 2400 RL1218

150

SEENOTE 3SEE

NOTE 3

REFER TOEDCM 609

REFER TOEDCM 609

608



HAUNCHED JUNCTION PITS

3601mm TO 10800mm DEPTH

0

DEC 2015

Revision

EDCM

Date




MUNICIPALITIESCASEY


HUME WYNDHAM


CARDINIA

MITCHELLMELTON

WHITTLESEA




CLASS B - CONCRETE


CLASS B - CONCRETE






PIT COVER SCHEDULE










A A

375 200

MIN75

5040

300

300

250

10

7525

24 DIA BAR

FACE OF WALL

STEP IRON DETAILSNOT TO SCALE

PLANNOT TO SCALE SECTION A - A

NOT TO SCALE

609



STEP IRONS

0

DEC 2015

Revision

EDCM

Date




1. PITS DEEPER THAN 1000 TO BE FITTED WITH STEP IRONS.2. STEP IRONS SHALL BE LOCATED DIRECTLY BELOW THE OPENING IN THE COVER AND DESIRABLY

ON A WALL WITHOUT PIPE OPENINGS.3. WHERE STEP IRON LADDER CHANGES FROM ONE WALL TO THE ADJACENT WALL, STEP IRON

LADDERS TO OVERLAP BY 1200mm MINIMUM.4. STEEL FOR STEP-IRONS SHALL BE STRUCTURAL GRADE 250 TO AS3679 PART 1.5. STEP IRONS SHALL HAVE SHARP EDGES ROUNDED AND HOT DIP GALVANISED AFTER

FABRICATION TO AS/NZS 4680.6. PROPRIETARY POLYPROPYLENE STEP IRONS (OR APPROVED ALTERNATIVE) MAY BE USED.

THESE SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS INSTRUCTIONS.7. FOR PRECAST PITS, STEP IRONS SHALL BE LOAD TESTED TO AS4198/1994.8. FOR REINFORCEMENT DETAILS REFER TO EDCM 605-608.

NOTES:

FALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

EASEMENT DRAIN

TITL

E BO

UNDA

RY

PVC PAN COLLAR WITH RUBBER RINGOR APPROVED EQUIVALENT. RENDER

AROUND COLLAR WITH MORTAR

TYPICAL LOCATIONEASEMENT DRAIN

NOT TO SCALE

600

MIN

1000

PUSH ON CAP

300

D

600

INSPECTION OPENING TO BE SEALEDWITH THREADED CAP

1 IN 30

INLET FOR HOUSE CONNECTIONSEALED WITH THREADED CAP

90° JUNCTION

CORE CUT PIPE

VARI

ABLE

DEP

TH

ELEVATIONNOT TO SCALE

FALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

ROAD RESERVE

TYPICAL LOCATIONSTREET DRAIN

NOT TO SCALE

5500

STREET DRAIN

600

MINSEE NOTE 4

701



PROPERTY INLET

TYPE A

0

DEC 2015

Revision

EDCM

Date




1. ALL PROPERTY CONNECTION PIPES AND FITTINGS TO BE OF 100mm PVC SEWER CLASS SN6,REFER AS 1260.

2. ALL PVC JOINTS TO BE SEALED WITH SOLVENT CEMENT OR RUBBER RING JOINTS.3. DEPTH 'D' = 400mm MINIMUM UNLESS APPROVED BY COUNCIL.4. BACKFILL AROUND RISER PIPE WITH CLASS 3 CRUSHED ROCK OR CLASS 3 CRUSHED CONCRETE.5. BED PROPERTY CONNECTION PIPE ON 50mm COMPACTED 20mm CLASS 3 CRUSHED ROCK OR

CLASS 3 CRUSHED CONCRETE.6. BACKFILL TRENCH WITH CLASS 3 20mm CRUSHED ROCK OR CLASS 3 20mm CRUSHED CONCRETE

TO 100mm ABOVE THE PROPERTY CONNECTION IN EASEMENTS AND UNPAVED AREAS AND TOSUBGRADE LEVEL UNDER FOOTPATHS AND PAVED AREAS.

7. ALL DIMENSIONS IN MILLIMETRES.8. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FOR MWC WORKS

REFER TO MWC LAND DEVELOPMENT MANUAL.

NOTES:

N.S.LFALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

EASEMENT DRAIN

TYPICAL LOCATIONNOT TO SCALE

1000PUSH ONCAP

300


90° 'T' JUNCTION

CORE CUT PIPE

DVA

RIAB

LE D

EPTH


PVC PAN COLLAR OR APPROVEDEQUIVALENT. RENDER AROUNDCOLLAR WITH MORTAR.

702



PROPERTY INLET

TYPE B

0

DEC 2015

Revision

EDCM

Date




1. ALL PROPERTY CONNECTION PIPES AND FITTINGS TO BE OF 100mm PVC SEWER CLASS SN6,REFER AS 1260.

2. ALL PVC JOINTS TO BE SEALED WITH SOLVENT CEMENT OR RUBBER RING JOINTS.3. DEPTH 'D' = 400mm MINIMUM UNLESS APPROVED BY COUNCIL.4. BACKFILL AROUND RISER PIPE WITH CLASS 3 CRUSHED ROCK OR CLASS 3 CRUSHED CONCRETE.5. BED PROPERTY CONNECTION PIPE ON 50mm COMPACTED 20mm CLASS 3 CRUSHED ROCK OR

CLASS 3 CRUSHED CONCRETE.6. ALL DIMENSIONS IN MILLIMETRES OR AS NOTED OTHERWISE.7. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FOR MWC WORKS


NOTES:

TITL

E BO

UNDA

RY

TITL

E BO

UNDA

RY

FAUCET TO BEINSTALLED IN WALL

DURING CONSTRUCTION

MIN FALL1 IN 30

90° 'T' JUNCTION

INLET FOR HOUSECONNECTION SEALEDWITH THREADED CAP

90° 'T'JUNCTION

MIN FALL1 IN 30

FAUCET TO BEINSTALLED IN WALLDURING CONSTRUCTION

PUSH ON CAP

600

300

D

300

D

PUSH ON CAP600

EASEMENT DRAINAGE ELEVATIONNOT TO SCALESTREET DRAINAGE ELEVATION

NOT TO SCALE

STREET DRAINAGEINLET FOR HOUSECONNECTION SEALEDWITH THREADED CAP

EASEMENTDRAINAGE

SEE NOTE 4

703



PROPERTY INLET

TYPE C

0

DEC 2015

Revision

EDCM

Date




1. ALL PIPES AND FITTINGS TO BE OF 100mm PVC CLASS SN6, REFER AS 1260.2. ALL PVC JOINTS TO BE SEALED WITH SOLVENT CEMENT OR RUBBER RING JOINTS.3. DEPTH 'D' = 400mm MINIMUM UNLESS APPROVED BY COUNCIL.4. BED PROPERTY CONNECTION PIPE ON 50MM COMPACTED 20mm CLASS 3 CRUSHED ROCK OR

CLASS 3 CRUSHED CONCRETE.5. BACKFILL TRENCH WITH CLASS 3 20mm CRUSHED ROCK OR CLASS 3 20mm CRUSHED CONCRETE TO

100mm ABOVE THE PROPERTY CONNECTION PIPE IN EASEMENTS AND UNPAVED AREAS AND TOSUBGRADE LEVEL UNDER FOOTPATHS AND PAVED AREAS.

6. TRENCH UNDER FOOTPATH TO BE BACKFILLED WITH COMPACTED 20MM CLASS 3 CRUSHED ROCK.7. IF THE HOLE IN THE PIT WALL FOR THE PIPE IS NOT AVAILABLE, A HOLE IS TO BE CORE DRILLED.8. ALL DIMENSIONS IN MILLIMETRES OR AS NOTED OTHERWISE.9. REFER TO EDCM 605-609 FOR PIT DETAILS.

NOTES:

FALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

EASEMENT DRAIN

TITL

E BO

UNDA

RY

PVC PAN COLLAR WITH RUBBER RINGOR APPROVED EQUIVALENT. RENDER

AROUND COLLAR WITH MORTAR

TYPICAL LOCATIONEASEMENT DRAIN

NOT TO SCALE

600

MIN

1000

PUSH ON CAP

300

D

600

1 IN 30


90° JUNCTION

CORE CUT PIPE


704



PROPERTY INLET

TYPE D

0

DEC 2015

Revision

EDCM

Date




1. TYPE D PROPERTY CONNECTION, ONLY APPLICABLE WHERE PIPE HAS LESS THAN 750mm COVER.2. ALL PROPERTY CONNECTION PIPES AND FITTINGS TO BE OF 100mm PVC SEWER CLASS SN6,

REFER AS 1260.3. ALL PVC JOINTS TO BE SEALED WITH SOLVENT CEMENT OR RUBBER RING JOINTS.4. DEPTH 'D' = 400mm MINIMUM UNLESS APPROVED BY COUNCIL.5. BED PROPERTY CONNECTION PIPE ON 50mm COMPACTED 20mm CLASS 3 CRUSHED ROCK OR

CLASS 3 CRUSHED CONCRETE. BACKFILL TO 100mm ABOVE PIPE WITH 20mm CLASS 3 CRUSHEDROCK OR CLASS 3 CRUSHED CONCRETE.

6. BACKFILL TRENCH WITH CLASS 3 20mm CRUSHED ROCK OR CLASS 3 20mm CRUSHED CONCRETETO 100mm ABOVE THE PROPERTY BOUNDARY CONNECTION IN EASEMENTS AND UNPAVEDAREAS AND TO SUBGRADE LEVEL UNDER FOOTPATHS OF UNPAVED AREAS

7. ALL DIMENSIONS IN MILLIMETRES.8. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FOR MWC WORKS


NOTES:

engineering design and construction manual … · engineering design and construction manual...

Documents