6 1 0 - City of Melton · 2017. 9. 13. · j.v 06/07 reviewed and updated 2000 standard drawings general notes melton city council specific kerb types n.t.s. engineering services

STANDARD DRAWINGS

REVIEWED AND UPDATED 2007 STANDARD DRAWINGS

REVIEWED AND UPDATED 2011 STANDARD DRAWINDS INCLUDING GAA.

V.C.D. 04/09

M.H. 06/11

PROJECT

DRAWING No.

OFSHEET

REVDETAILS

ISSUE APP'D DATE AMENDMENT

DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

D

1 1

STANDARD DRAWINGS - MCC 001L.SHE

L.SHE

M.HUTCHINSON

DATEJUN 16

E

REVIEWED AND UPDATED 2000 STANDARD DRAWINGS06/07J.V.

GENERAL NOTES

STANDARD DRAWINGS INDEX

N.T.S.

ENGINEERING SERVICES DEPT

REVIEWED AND UPDATED 2015 STANDARD DRAWINDS INCLUDING EDCM.M.H. 09/16

30032

5

150 (MIN)150

150

25

PAVE

MENT

JOIN

T

ASPHALT

BASE COURSE

SUBBASE COURSE

NO FINES CONCRETE FILTER STAGE 1FILTER WITH GEOTEXTILE AROUND

TRENCH

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

NO FINES CONCRETE FILTER STAGE 1FILTER WITH GEOTEXTILE AROUND

TRENCH

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

SECOND 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

PERVIOUS PIPE WITHSECOND STAGE

GEOTEXTILE FILTERSOCK. TYPE A4, A5 OR

A6 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.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A41 1

STANDARD DRAWING - MCC 203L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E

INITIAL DESIGN01/09V.C.D

GENERAL NOTES

N.T.S.


REVIEWED AND UPDATED DESIGN05/16M.H.ROUNDABOUT CENTRAL ISLAND

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A41 1


L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


REVIEWED AND UPDATED DESIGN05/16M.H.INDENTED PARKING BAY B

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A41 1

STANDARD DRAWING - MCC 205

SIGNAGE OFFSET AND INSTALLATION

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


REVIEWED AND UPDATED DESIGN05/16M.H.B

N.T.S.

RELOCATED SUBSURFACE DRAIN TO THE CAPPING LAYERM.H 06/11

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

B

1 1

STANDARD DRAWING - MCC 206B.SELL

B.SELL

M.HUTCHINSON

DATEJUN 11

E

REVIEWED AND UPDATED 2009 STANDARD DRAWINGS04/09V.C.D

GENERAL NOTES

SERVICES UTILITIES DETAILENGINEERING SERVICES DEPT

REVISED DRAWING NUMBERM.H 12/16

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.

10

7030

30 30SEALED SURFACE

MATCHED KERB PROFILES TO VICROADS STANDARD DRAWINGS

REMOVED PROFILES AND RETAINED MELTON SPECIFIC KERB TYPES

P.J. 01/08

M.H 06/11

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

E

1 1

STANDARD DRAWINGS - MCC 304B.SELL

B.SELL

M.HUTCHINSON

DATEAPRIL 16

E

REVIEWED AND UPDATED 2000 STANDARD DRAWINGS06/07J.V

GENERAL NOTES

MELTON CITY COUNCIL SPECIFIC KERBTYPES

N.T.S.


REVIEWED DRAWING AND UPDATED NOTESM.H 06/11

REVISED DRAWING FONTSM.H 12/16

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


SPLITTER ISLANDS

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E

INCORPORATED EDCM DRAWING DETAILS06/16M.H.

GENERAL NOTES

N.T.S.


REVISED DRAWING FONTS, LINEWEIGHTS, ETC. AMENDED SI3 USAGE06/16M.H.

REVISED SI1 & SI3 USAGE06/16M.H.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


SI1 TYPE SPLITTER ISLAND TYPICALLAYOUT

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E

PRELIMINARY DESIGN08/16M.H.

GENERAL NOTES

N.T.S.


AMENDED INTERSECTION LABELS & NOTES12/16M.H.

AMENDED PAINTED CHEVRON MARKING LENGTH AND ISLAND USAGE07/17M.H.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

D

1 1


SI3 TYPE SPLITTER ISLAND TYPICALLAYOUT

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


AMENDED SPLITTER ISLAND LAYOUT AND LABELING.12/16M.H.

AMENDED PAINTED LINEMARKING05/17M.H.

CHANGED FROM SI2 TO SI305/17M.H.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


SI3 SPLITTER ISLAND LAYOUT ON90 DEGREES BENDS

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


REVISED LINEMARKING SPACING12/16M.H.

AMENDED LINEMARKING05/17M.H.

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.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

A

1 1


L.SHE

M.HUTCHINSON

DATEJUNE 2016

E

ADOPTED FROM EDCM DRAWING. ADDED NOTE 3. FONTS.05/2016M.H.

GENERAL NOTES

JOINT DETAIL FOR PITS WITHIN PATHS

N.T.S.


PROPERTY LINE PROPERTY LINE

E.J.

A A

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

B

1 1

STANDARD DRAWING - MCC403

PEDESTRIAN CROSSING KERB RAMPDETAILS

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E

FIRST DRAFT08/2016M.H

GENERAL NOTES

N.T.S.


REVISED FONTS TO MATCH MCC STANDARD12/2016M.H

ADDED TABLE 1 & TABLE 2

REVIEWED AND UPDATED 2011 STANDARD DRAWINGS TO MATCH GAA

V.C.D. 03/09

M.H. 06/11

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

E

1 1


SINGLE RESIDENTIAL VEHICLE CROSSING

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.REMOVED WINGS AND REPLACED WITH SPLAYSV.C.D 01/13


AMENDED AS PER INTERNAL FEEDBACK AND UPDATED EDCM DWGsM.H. 01/13

ADDED TABLE 1 AND MODIFIED NOTES

REVIEWED AND UPDATED 2011 STANDARD DRAWINGS

V.C.D. 03/09

M.H 06/11

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

D

1 1


L.SHE

M.HUTCHINSON

DATEMAY 2016

E


GENERAL NOTES

EXTENSION OF CROSSOVER

N.T.S.


REVIEWED AND UPDATED PER EDCMM.H 05/16

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

B

1 1


DOUBLE RESIDENTIAL VEHICLE CROSSING

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E

INCORPORATED EDCM DRAWING DETAILS06/16M.H.

GENERAL NOTES

N.T.S.


REVISED DRAWING FONTS, LINEWEIGHTS & REFERENCED DWGs06/16M.H.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

D

1 1


INDUSTRIAL VEHICLE CROSSING

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


ADDED TABLE 1 & MODIFIED NOTES03/09V.C.D.

REVIEWED AND REVISED PER INTERNAL FEEDBACK03/09V.C.D.

REVIEWED AND UPDATED FONT AND DRAWING NUMBER12/16M.H.

AA

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


RURAL VEHICLE CROSSING FOR SHALLOWTABLE DRAIN

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


ADDED TABLE 1 & MODIFIED NOTES03/09V.C.D.

AMENDED LINE WEIGHTS, FONTS & REFERENCE DWGS12/16M.H.

AA

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


RURAL PIPE CULVERT VEHICLE CROSSING

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E GENERAL NOTES

N.T.S.

ENGINEERING SERVICES DEPTREVIEWED AND UPDATED 2000 STANDARD DRAWINGSJ.V. 06/07

V.C.D. 03/09 ADDED TABLE 1 & MODIFIED NOTES

M.H. 12/16 REMOVED GUIDE POSTS & REVISED DWG FONTS

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

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

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

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

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 SL92REINFORCEMENT

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

75 120

0 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:

STEP IRONS

MIN. 600NOTE 1

THROATMIN. 90

150 MI

N.

700

THROAT MIN. 90

150 MI

N.

300 1

20310

150300

100

100

180

110115

6460

120

75

R225

300 30080

0

AA

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


SIDE ENTRY PIT

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E GENERAL NOTES

N.T.S.


M.H. 09/07 MODIFIED TO SUIT SEMI MOUNTABLE AND BARRIER KERB

M.H. 12/16 REVIEWED AND REVISED DRAWING NO.

A A

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

B

1 1


MODIFIED SIDE ENTRY PIT

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E GENERAL NOTES

N.T.S.


REVIEWED AND REVISED PIT DETAILS, FONTSM.H. 12/16

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

B

1 1


MODIFIED SIDE ENTRY PITS WITH EXISTINGCATCH PITS

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E GENERAL NOTES

N.T.S.

ENGINEERING SERVICES DEPTFIRST DRAFTM.H 08/16

REVISED PIT DETAILSM.H 08/16

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

DPAPER

FILE NAME

A4

C

1 1


AUXILIARY CHANNEL PIT

L.SHE

L.SHE

M.HUTCHINSON

DATEAPRIL 2016

E


GENERAL NOTES

N.T.S.


REVIEWED AND REVISED DRAWING05/16M.H.

REVIEWED AND REVISED DETAILS, FONTS12/16M.H.

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

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


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

INLET FOR HOUSECONNECTION SEALEDWITH THREADED CAPJUNCTION

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


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:

Documents

6 1 0 - City of Melton · 2017. 9. 13. · j.v 06/07 reviewed and updated 2000 standard drawings general notes melton city council specific kerb types n.t.s. engineering services