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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

D

ENGINEERING SERVICES DEPT

PAPER

FILE NAME

A4

C

1 1

STANDARD DRAWINGS - MSC 001B.SELL

B.SELL

M.HUTCHINSON

DATEJUN 11

E

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

GENERAL NOTES

STANDARD DRAWINGS INDEX

N.T.S.

150

MIN

150

MIN

300

R25

110 190 300

150

MIN

40

125

R15

R75

R225

110 190 300

150

MIN

125

9

SM1

150

MIN

125

25R

300

225R

15R110 190

300

110 40

200

150

MIN

150

R25

B1

LINE/LIP OF KERB

LINE/LIP OF KERB

450

B3

110 40300 LIP OF KERB

LINE OF KERB

150

MIN

300

R25

450

B2

40

110 40300 LIP OF KERB

LINE OF KERB

8

600

SM2

R225

R75

LINE OF KERB

15R

600

LIP OF KERB

LINE OF KERB

LIP OF KERB

EDGE STRIP

M1

150

MIN10R

300

15R

LINE/LIP OF KERB

50

M4

150

MIN

10R

300

15R

LINE/LIP OF KERB

40100

150

MIN

40

300

150

MIN9

600

M2

LIP OF KERB

LINE OF KERB

15R

600

LIP OF KERB

LINE OF KERB

50

300

15R

50

300

SHARP TRANSITION

300

SHARP TRANSITION

150

MIN

40

300

150

MIN9

600

M5

LIP OF KERB

LINE OF KERB

15R

600

LIP OF KERB

LINE OF KERB

100

30010 x 10 CHAMFER

300

40

10R15R

100

30010 x 10 CHAMFER

10R

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

GRADE COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TOVICROADS STANDARD SPECIFICATION 703 FOR REQUIREMENTS OFCONCRETE TO BE USED IN EXTRUSION MACHINES.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRICDESIGN FOR THE RECOMMENDED USE OF KERBS AND CHANNELS.

3. MOUNTABLE KERBS M4, M5 AND M6 ARE DESIGNED TO DISCOURAGEMOST TRAFFIC FROM MOUNTING A TRAFFIC ISLAND OR MEDIANEXCEPT FOR LONG OR OVER DIMENSIONAL VEHICLES, EG. THE KERBON THE OUTER EDGE OF THE MOUNTABLE APRON OF AROUNDABOUT'S CENTRAL ISLAND. THESE KERBS SHALL NOT BE USEDWHERE THERE IS A LIKELIHOOD THAT CYCLISTS, PEDESTRIANS ORPRAMS WILL CROSS THE KERB.

BARRIER KERBSNOT TO SCALE

MOUNTABLE KERBS(REFER TO NOTE 2)

NOT TO SCALE

SEMI-MOUNTABLE KERBSNOT TO SCALE

200

OPEN INVERT CHANNELSM3

M6

M3

50 50

600

250

75

R25

75

300 300

LIP OF KERB

LINE OF KERB

LINE OF KERB

008

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASKERB PROFILESB, M, & SM SERIES

1APR 2011

Revision

FigureDate

X:\Drawings & Graphics\Library\Engineering Design and Construction Manual\31-24931-FIG008 REV_1.dwgCad File No:12 April 2011 - 3:14 PMPlot Date: Gary MagnoPlotted by:

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

PROJECT

Ref No.

OFSHEETREV

DETAILS

ISSUE APPVD DATE AMENDMENT

DESIGN

DRAWN

DATE

CHECKED

SCALE

A

B

C

D

M.H

M.H

J.V

06/07

1:2

This symbol shall be marked onthe face of the kerb immediatelyabove the position where atelecommunications serviceconduit is placed.

This symbol shall be marked onthe face of the kerb immediatelyabove the position where anelectrical service conduit isplaced.

This symbol shall be marked onthe footpath immediatelyopposite the position where ahouse drain is connected to amain drain.

This symbol shall be marked onthe face of the kerb immediatelyabove the position where a longwater service conduit is placedacross the roadway.

This symbol shall be marked onthe face of the kerb immediatelyabove the position where a gasservice conduit is placed.

This symbol shall be markedon the face of the kerb in linewith the position where ashort water service is placed.


Standard Drawings - MSC 104

Kerb Markings

This symbol shall be marked onthe face of the kerb immediatelyabove the position where arecycled water service conduitis placed.

J.V 06/07

Reviewed and updated 2000 standard drawings

PIT/ACCESS HOLE AT EDGE (PLAN)

SCALE NTS

PIT/ACCESS HOLE NOT AT EDGE (PLAN)

SCALE NTS

W.P.JW.P.J

W.P.J

W.P.J

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

E.J

E.J

E.J

E.J

E.J

E.J

NOTES:1. FOUR TIE BARS TO BE INSTALLED AT 300 MAXIMUM CENTRES COMMENCING

150 FROM EDGE AT EACH E.J. OR C.J. EXPANSION JOINTS AT MAXIMUM 18mCENTRES.

2. WEAKENED PLANE JOINTS SHALL BE LOCATED AT 1500 CENTRESAND MAY BE MADE WITH A 'T' IRON (OR CONCRETE SAW WITHIN24-36Hrs OF POUR).

3. THE FINISHED SURFACE SHALL HAVE A LIGHT BROOM FINISH WITH ALLJOINTS AND EDGES HIGHLIGHTED.

4. CONCRETE USED FOR RESIDENTIAL FOOTPATH SHALL BE25MPa AT 28 DAYS. (32MPa FOR COLOURED CONCRETE).

5. CONCRETE USED FOR INDUSTRIAL FOOTPATH SHALL BE32MPa AT 28 DAYS. (32MPa FOR COLOURED CONCRETE).

6. FORMWORK TIMBER TO BE MIN. 90mm DEEP.7. ALL DIMENSIONS IN mm.8. SHARED PATHS TO BE 2.5m IN WIDTH.9. WHERE APPROVED RECYCLED MATERIAL CAN BE USED

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

REFER FIGURE 006 FOR JOINT DETAILSW.P.J = WEAKENED PLANE JOINTE.J = EXPANSION JOINT

007

STANDARD DRAWINGS FORSUBDIVISION IN GROWTH AREASCONCRETE JOINT DETAILS

1APR 2011

Revision

FigureDate



A A

P.J 10/09 ADDING WARNING AND DIRECTIONAL TACTILES & SPLAY DETAIL

PROJECT

DRAWING No.OF

SHEET

REVDETAILS


DESIGN

DRAWN

DATE

CHECKED

SCALE

A

B

C

D

REVIEWED AND UPDATED 2000 STANDARD DRAWINGSENGINEERING SERVICES DEPT

PAPER

FILE NAMEMSC 202.DWG

A4

#### B

M.H.

JUN 07J.V. 06/07

M.H.

J.V.

STANDARD DRAWINGS - MSC 202

PRAM CROSSING

N.T.S.

1 106/12 UPDATING WARNING AND DIRECTIONAL TACTILES & NOTESM.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

D


PAPER

FILE NAME

A4

D

1 1


SINGLE RESIDENTIAL VEHICLE CROSSING

B.SELL

B.SELL

M.HUTCHINSON

DATEMAR 11

E


GENERAL NOTES

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

NOTES:1. PIT BASE TO BE HAUNCHED WHERE ØPIPE + 100 > MIN PIT SIZE.

2. PIPE CENTRELINE TO BE 12 ØPIPE + 150 BEHIND B.O.K.

3. PIT WALLS AND FLOOR:- 150 THICK FOR DEPTH TO 3600- 200 THICK FOR DEPTH > 3600

4. PITS > 900 DEPTH TO BE SUPPLIED WITH STEP IRONS.

5. SUBJECT TO COUNCIL APPROVAL PRECAST PITS MAY BE SUBSTITUTED.

6. PIT TO MATCH FINISHED SURFACE LEVELS.

7. FOR GRATED PITS, GALVANISED LID IN ACCORDANCE WITH AS3996.

8. PITS IN ROAD RESERVE SUBJECTED TO TRAFFIC LOADING TO HAVE CLASS D COVERS,AS PER AS3996. OTHERWISE LIDS TO BE:-LIGHT WEIGHT FIBREGLASS CLASS 'B' OR ABOVE-NOT GREATER THAN 25KG IN WEIGHT FOR 600x900 PIT.

-IMPRINTED WITH "AS 3996" CLASS 'B' AND WEIGHT IN KILOGRAMS, IN 25mm LETTERING.

TABLE 2: JUNCTION PIT IN ROAD RESERVE MINIMUM INTERNALPIT SIZE ACCORDING TO PIT DEPTH ( SEE NOTE 1)

TABLE 1: EASEMENT PIT - MINIMUM INTERNAL SIZE ACCORDINGTO PIT DEPTH (SEE NOTE 1)

PLAN (LID REMOVED)

NOT TO SCALE

B BSTEP IRONSSEE NOTE 4

ATTACH FRAME WITH 10Ø 75MMLONG DYNABOLT

LIGHT WEIGHT LOCKING FIBREGLASS LIDAND FRAME OR APPROVED EQUIVALENT

DEPT

H

SEENOTE 3

SEE

NOTE

3 PIT SIZE SEE TABLE 1

SEE

NOTE

3

AGRICULTURAL DRAIN INLET

BOTTOM TO BE SHAPED ON COMPLETIONOF PIT ("NO SLUMP" CONCRETE)

SECTION A-A

NOT TO SCALE

SECTION B-BNOT TO SCALE

AGRICULTURALDRAIN INLET

STEP IRONSSEE NOTE 4

BOTTOM OF PIT SHAPEDON COMPLETION

SEE

NOTE

3 PIT SIZE SEE TABLE 1

SEE

NOTE

3

A

A100 * 100 CONCRETE SURROUND TO LID FRAME

100 x 100 CONCRETE SURROUNDLID FRAME

ATTACH FRAME WITH 10Ø75mm LONG DYNABOLT A

A

*FIX BOLTS THIS SIDE TO ACHIEVE MIN EDGE DIST.

D/2

DEPTH PIT SIZE FRAME SIZE<1000 600 x 600 825 x 825>1000 600 x 900 800 x 1100

DEPTH PIT SIZE FRAME SIZEALL 600 x 900 800 x 1100

75mm LAYER OFCOMPACTED CLASS 2 FCR

75mm LAYER OF COMPACTEDCLASS 2 FCR

014

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASJUNCTION PIT

1APR 2011

Revision

FigureDate



AS S

PECI

FIED

100

200

WIDTH 600

300

490

300

60

225 M

IN.

B2

"BIKE-SAFE" HOT DIP GALVANISEDOR CAST IRON CLASS D AS PERAS3996. GRATING & FRAME TOSUIT BARRIER KERB PROFILE

CAST IN-SITUOR PER-CASTUNIT TO SUIT

OR LO

CATE

GRA

TE P

ITAT

AN

ANGL

E TO

JUNC

TION

PIT

600150 150

PENETRATION FORSUBSURFACE DRAINS

PIPE CENTRED IN PIT


SECTION A-A

NOT TO SCALE

150 300

E.J.

BACK

OF

KERB

LIP O

F KE

RB

E.J.

"BIKE SAFE" HOT DIP GALVANISEDOR CAST IRON CLASS D AS PERAS3996. GRATING & FRAME TO SUITBARRIER KERB PROFILE

A

PLAN

NOT TO SCALEFA

CE O

F KE

RB

(CAS

T IN

-SIT

U OR

PRE

-CAS

T UN

IT)

NOTES:1. INSIDE DIMENSIONS OF SIDE ENTRY PITS TO BE 900x600 FOR PIPES NOT EXCEEDING

450Ø. LARGER PIPES REQUIRE PIT HAUNCHING AS PER VICROADS SD1001 TO SD1023.2. REINFORCEMENT FOR THE PIT DIA < 450mm AND DEPTH > 1200mm. REFER VICROADS

DWG SD1011D. FOR HAUNCHED PITS REINFORCEMENTS ARE TO BE AS SHOWN INTHE VICROADS STD. DWG. 1121B.

3. PIPE CENTRELINE TO BE 450 MINIMUM OR 12 ØPIPE +150mm BEHIND BOK.

4. PIT WALLS AND FLOOR:- 150 THICK FOR DEPTH TO 3600.- 200 THICK FOR DEPTH > 3600.

5. PITS > 900 DEPTH TO BE SUPPLIED WITH STEP IRONS - REFER TO VICROADS SD1041.6. SUBJECT TO SUPERINTENDENT'S & COUNCIL APPROVAL PRECAST PITS MAY BE

SUBSTITUTED.

LENG

TH90

0

WIDTH600

A

E.A FRAME AND LIGHT WEIGHT LOCKINGFIBREGLASS LID OR APPROVED EQUIVALENT

ATTACH FRAME WITH 10Ø 100mm LONGDYNABOLT THROUGH 25 x 25 x 50LONG RHS SPACER

E.A. FRAME AND LIGHT WEIGHT LOCKINGFIBREGLASS LID OR APPROVEDEQUIVALENT

100 x 100 CONCRETE SURROUNDTO LID FRAME GROUT BETWEENFRAME AND PIT STRUCTURE

SEE

NOTE

4

600 OR DIA+150 MIN(WHICHEVER IS >)

SEE NOTE 1

SEE

NOTE

4

SEE

NOTE

4

BOTTOM TO BE SHAPED ONCOMPLETION OF PIT ("NOSLUMP" CONCRETE)

D/2

1000

TAP

ER7. TOP OF PIT TO MATCH FINISHED SURFACE LEVELS.8. STEP IRONS TO BE PROVIDED IN ALL PITS OVER 900mm DEEP.9. CONCRETE STRENGTH 25MPa AT 28 DAYS.10. ALL PIT COVERS AND GRATES IN ACCORDANCE WITH AS3996.

FIBRE GLASS LIDS:-TO BE CLASS 'B' OR ABOVE-NOT GREATER THAN 25KG IN WEIGHT FOR 600x900 PIT.-IMPRINTED WITH "AS 3996" CLASS 'B' AND WEIGHT IN KILOGRAMS, IN 25mmLETTERING

11. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FORMWC WORKS REFER TO MWC LAND DEVELOPMENT MANUAL.

012

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASSIDE ENTRY PIT GRATEDB2 KERB AND CHANNEL

1APR 2011

Revision

FigureDate



150

AS S

PECI

FIED

100

200

WIDTH

300

490

300

60 225 M

IN.

SM2

"BIKE-SAFE" HOT DIP GALVANISED ORCAST IRON CLASS D AS PER AS 3996.GRATING & FRAME TO SUIT SM2PROFILE

CAST IN-SITU OR PER-CASTUNIT TO SUIT

OR LO

CATE

GRA

TE P

ITAT

AN

ANGL

E TO

JUNC

TION

PIT

150 150

PENETRATION FORSUBSURFACE DRAINS

150

E.J.

BACK

OF

KERB

E.J.

"BIKE SAFE" HOT DIP GALVANISED OR CASTIRON CLASS D AS PER AS 3996. GRATING &

FRAME TO SUIT SM2 KERB PROFILE

A

PLAN

NOT TO SCALEFA

CE O

F KE

RB

(CAS

T IN

-SIT

U OR

PRE

-CAS

T UN

IT)

LENG

TH90

0

WIDTH600

A

E.A FRAME AND LIGHT WEIGHT LOCKINGFIBREGLASS LID OR APPROVEDEQUIVALENT

ATTACH FRAME WITH 10Ø 100mm LONGDYNABOLT THROUGH 25 x 25 x 50LONG RHS SPACER

E.A. FRAME AND LIGHT WEIGHT LOCKINGFIBREGLASS LID OR APPROVEDEQUIVALENT

100 x 100 CONCRETE SURROUNDTO LID FRAME GROUT BETWEENFRAME AND PIT STRUCTURE

600

400

PIPE CENTRED IN PIT


SECTION A-A

NOT TO SCALE

SEE

NOTE

4

600 OR DIA+150 MIN(WHICHEVER IS >)

SEE NOTE 1

SEE

NOTE

4

SEE

NOTE

4

BOTTOM TO BE SHAPED ONCOMPLETION OF PIT ("NOSLUMP" CONCRETE)

D/2LIP

OF

KERB

NOTES:1. INSIDE DIMENSIONS OF SIDE ENTRY PITS TO BE 900 x 600 FOR PIPES NOT EXCEEDING

450Ø. LARGER PIPES REQUIRE PIT HAUNCHING AS PER VICROADS SD1001 TO SD1023.2. REINFORCEMENT FOR THE PIT DIA < 450mm AND DEPTH > 1200mm. REFER VICROADS

DWG SD1011D. FOR HAUNCHED PITS REINFORCEMENTS ARE TO BE AS SHOWN IN THEVICROADS STD. DWG. 1121B.

3. PIPE CENTRELINE TO BE 450 MINIMUM OR 12 ØPIPE +150mm BEHIND BOK.

4. PIT WALLS AND FLOOR:- 150 THICK FOR DEPTH TO 3600.- 200 THICK FOR DEPTH > 3600.

5. PITS > 900 DEPTH TO BE SUPPLIED WITH STEP IRONS - REFER TO VICROADS SD1041.6. SUBJECT TO SUPERINTENDENT'S & COUNCIL APPROVAL PRECAST PITS MAY BE

SUBSTITUTED.7. TOP OF PIT TO MATCH FINISHED SURFACE LEVELS.8. STEP IRONS TO BE PROVIDED IN ALL PITS OVER 900mm DEEP.9. CONCRETE STRENGTH 25MPa AT 28 DAYS.10. ALL PIT COVERS AND GRATES IN ACCORDANCE WITH AS3996.

FIBRE GLASS LIDS:-TO BE CLASS 'B' OR ABOVE-NOT GREATER THAN 25KG IN WEIGHT FOR 600x900 PIT.-IMPRINTED WITH "AS 3996" CLASS 'B' AND WEIGHT IN KILOGRAMS, IN 25mm LETTERING

11. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FORMWC WORKS REFER TO MWC LAND DEVELOPMENT MANUAL.

013

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASSIDE ENTRY PIT GRATEDSM2 KERB AND CHANNEL

1APR 2011

Revision

FigureDate



A

A

1. FOR USE ON PIPES AT GRADES OF 1 IN 10 OR STEEPER.

2. TO BE CONSTRUCTED AT MID POINT OF EVERY FOURTH 2.44mLENGTH PIPE. SPACING NO GREATER THAN 10m.

3. CONCRETE STRENGTH TO BE 25 MPa.

NOTES:ELEVATIONNOT TO SCALE

SECTION A-A

NOT TO SCALE

WIDTH OF TRENCH(O.D + 300)

150 15015

015

0

75m

m

PIPE BEDDING

225

I.D.

150

300mm

COLLAR TO BE LOCATEDUPSTREAM OF ANCHOR

RUBBER RING JOINT

O.DOUTSIDE DIA.

015

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASDRAINAGE PIPELINESANCHOR BLOCK DETAIL

1APR 2011

Revision

FigureDate



FALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

EASEMENT DRAIN

TITT

LE B

OUND

ARY

PVC SOCKET ADAPTOR,CONCONNECT, OR APPROVED

EQUIVALENT, THEN RENDER JOINT

NOTES:1. ALL PIPES AND FITTINGS TO BE OF 100mm PVC SEWER CLASS HEAVY, REFER AS 1260.

2. FOR SHALLOW DRAINS, COUNCILS ENGINEER MAY GIVE APPROVAL TO CONNECT THEPROPERTY DRAIN INTO THE SIDE OF THE DRAIN.

3. DEPTH 'D' TO BE MINIMUM 600mm OR GREATER AS DIRECTED BY COUNCIL ENGINEER.

4. BACKFILLING / HAUNCHING TO BE CLASS 3 FCR.

5. ALL DIMENSIONS IN MILLIMETRES OR AS NOTED OTHERWISE.

6. NOT APPLICABLE TO MELBOURNE WATER CORPORATION DRAINAGE ASSETS. FOR MWCWORKS REFER TO MWC LAND DEVELOPMENT MANUAL.

TYPICAL LOCATIONEASEMENT DRAIN

NOT TO SCALE

600

MIN

1000

PUSH ON CAP

300

D

600 1000 (MIN)

OR OFFSET AS SPECIFIED

INSPECTION OPENING TO BE SEALEDWITH THREADED CAP

MIN PIPEFALL TO BE

1 IN 30

INLET FOR HOUSE CONNECTIONSEALED WITH THREADED CAP

90° JUNCTION

STREET OR EASEMENT DRAIN

DVA

RIAB

LE D

EPTH

ELEVATIONNOT TO SCALE

FALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

ROAD RESERVE

TYPICAL LOCATIONSTREET DRAIN

NOT TO SCALE

5500

STREET DRAIN

600

MIN

016

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASPROPERTY INLETTYPE A

1APR 2011

Revision

FigureDate



N.S.LFALL OF LOT

PROPERTY INLET

TITLE BOUNDARY

EASEMENT DRAIN

TYPICAL LOCATIONNOT TO SCALE

1000


2. FOR SHALLOW DRAINS, COUNCILS ENGINEER MAY GIVE APPROVAL TO CONNECT THEPROPERTY DRAIN INTO THE SIDE OF THE DRAIN.


4. BACKFILLING / HAUNCHING TO BE CLASS 3 FCR.


PUSH ONCAP

300

INLET FOR HOUSE CONNECTIONSEALED WITH THREADED CAP

90° 'T' JUNCTION

EASEMENT DRAIN

DVA

RIAB

LE D

EPTH

ELEVATIONNOT TO SCALE

PVC SOCKET ADAPTOR,CONCONNECT, OR EQUIVALENT,THEN RENDER JOINT

017

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASPROPERTY INLETTYPE B

1APR 2011

Revision

FigureDate



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

FOOTPATH TO BE MARKED WITH75MMØ CIRCLE AT PROPERTY

INLET CONNECTION.



3. BEDDING TO BE COMPACTED DEPTH OF 50MM CLASS 3 CRUSHED ROCK.

4. BACKFILLING AND HAUNCHING TO BE CLASS 3 FCR.

5. TRENCH UNDER FOOTPATH TO BE BACKFILLED WITH COMPACTED 20MM CLASS 3

CRUSHED ROCK TO UNDERSIDE OF FOOTPATH.

6. IF THE HOLE FOR THE PIPE IS NOT AVAILABLE, A HOLE IS TO BE COLD DRILLED.


1000OR OFFSET AS SPECIFIED

PUSH ON CAP

600

300

D

300

D

PUSH ON CAP6001000 (MIN)

OR OFFSET AS SPECIFIED

EASEMENT DRAINAGE ELEVATIONNOT TO SCALE

STREET DRAINAGE ELEVATIONNOT TO SCALE

STREET DRAINAGEINLET FOR HOUSECONNECTION SEALEDWITH THREADED CAP

EASEMENTDRAINAGE

018

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASPROPERTY INLETTYPE D

1APR 2011

Revision

FigureDate



Notes

1. This is Councils minimum standard for backfill, refer to service authority standards wheninstalling services.

2. Any works within the road reserve must obtain consent as per the Road Management Act.

3. All work must be guaranteed for a twelve month maintenance period in accordance withthe Road Management Act or longer by agreement with Shire of Melton

4. Backfill under road pavements may be either of the three following options20mm Class 3 crushed rock as per note 11

5. Pipe trenches beneath crossovers or adjacent to kerbing up to the level that is affected bya 45 degrees angle of repose must be filled as per Backfill in road pavements.

6. Pipe offset in easements to be a minimum of 1000mm from title boundary.

7. Drainage pipe offset behind kerb to be minimum (0.5 x diameter) + 600mm.

8. All excavations under vehicle crossings and footpaths are to be backfilled with a minimum20mm Class 4 FCR with a 50mm layer of 20mm Class 3 FCR placed immediately belowthe vehicle crossing or footpath.

9. All trench construction shall be in accordance with the current O.H & safety regulations.

10. Existing concrete and asphalt surface shall be saw cut to provide neat and clean edge, forexcavation. Full bays of damaged concrete to be replaced. Footpath shall be joined toexisting in accordance with Expansion Joint on GAA 006. Kerb and Channel to be joinedto existing with 3 x 400mm long N12 bars at each end.

11. Class 3 material to be mechanically compacted at 97% modified compaction in layers notexceeding 200mm loose thickness.

12. Earth backfill to be mechanically compacted at 95% standard compaction in layers notexceeding 200mm loose thickness.

13. All pipe jointing and laying shall be constructed in accordance with the manufacturer'sspecifications. Should there be any disagreement between the Melton Shire CouncilStandard Drawings and the manufacturer's specifications, please refer to Council Engineer.

DELETED ROAD VERGE DRAWING AND MODIFIED NOTES

DELETED KERB AND CROSSFALL AND MODIFIED NOTES

P.J. 04/08

M.H 06/11

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

D


PAPER

FILE NAME

A4

C

1 1


B.SELL

M.HUTCHINSON

DATEJUL 11

E


GENERAL NOTES

PIPE BEDDING & RE-INSTATEMENTS

N.T.S.

PLATE ROCK LENGTH TO DEPTH RATIO SHALL BEGREATER THAN 2.5:1

MORTAR PAD BETWEEN PIPE AND ROCKSABUTTING PIPE (NO POINT LOADS)

OUTLINE OF CUTOFFWALL

BANK ROCKWORK TO FINISH FLUSHWITH SURROUNDING GROUND

LEGEND:

TOE/EDGE ROCKS

LINING ROCK

FILTER/EMBEDMENT LAYER

SECTION B-BNOT TO SCALE

ROCKWORK TO FINISH FLUSH WITHSURROUNDING GROUND

PLATE ROCK

D

MORTAR PAD UNDER PLATE ROCK

MORTAR TO SEAL OFF UNDER PIPE500MIN15

0

150

REFER TO NOTE 4

500 MIN.(REFER TO NOTE 4)

SL81 CENTRALLY PLACED

NOTES:1. REFER TO SEC. 5.14 OF MELBOURNE WATER LAND DEVELOPMENT

MANUAL FOR GENERAL NOTES ON ROCKWORK.

2. REFER TO SECTION 5.4.3 OF MELBOURNE WATER LAND DEVELOPMENTMANUAL FOR MORE INFORMATION ON DRAINAGE CONNECTIONS.

3. CUT OFF WALL TO EXTEND VERTICALLY TO SOLID GROUND (MIN. 500mmBELOW PIPE) AND HORIZONTALLY TO FULL PIPE BEDDING CONDITIONS.

4. OUTLET PIPE SHALL BE INTERGRATED INTO SURROUNDING LANDSCAPETO MAXIMISE AESTHETICS AND MINIMISE IMPACTS. THIS MAY INVOLVESUITABLE PLANTING WORKS.

5. A 'PERMIT TO WORK' MUST BE OBTAINED PRIOR TO THECOMMENCEMENT OF WORKS IF CONNECTIONG TO AN EXISTINGMELBOURNE WATER WATERWAY.CUT OFF WALL DETAIL

NOT TO SCALE

019

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASOUTFALL STRUCTURE

1APR 2011

Revision

FigureDate



150

300

450

EXISTING SUBGRADE

KERB PROFILE ASSPECIFIED

PAVEMENT COMPOSITION AS PERCOUNCIL APPROVED DESIGN

50mm TOPSOIL DRESSING ASSPECIFIED

TYPE B FILLAS SPECIFIED

100mm CLASS 400 PERFORATED PVCAGRICULTURAL PIPE IN 20mm SIZESCREENINGS, CLEAN SCORIA ORAPPROVED EQUIVALENT.

300

300

MIN.

25mm BEDDING

SUBSURFACE DRAINNOT TO SCALE

450

600

1000

EXISTING SUBGRADE

KERB PROFILE ASSPECIFIED

PAVEMENT COMPOSITION AS PERCOUNCIL APPROVED DESIGN

50mm TOPSOIL DRESSINGAS SPECIFIED

TYPE B FILL ASSPECIFIED

100mm CLASS 400 PERFORATEDPVC AGRICULTURAL PIPE IN 20mmSIZE SCREENINGS, CLEAN SCORIAOR APPROVED EQUIVALENT.

300

SUBSURFACE DRAIN IN EXPANSIVE SOILSNOT TO SCALE

APPROVED IMPERVIOUS LOWER SUBBASE

125

NOTES:1. AGRICULTURAL DRAIN TO BE LOCATED

WITHIN THE APPROVED IMPERVIOUSLAYER AS SHOWN

020

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASSUBSURFACE DRAINBACK OF KERB

1APR 2011

Revision

FigureDate



PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

D


PAPER

FILE NAME

A4

A

1 1


B.SELL

M.HUTCHINSON

DATEJUN 11

E

REVIEWED AND UPDATED ROAD CROSS SECTIONS 201106/11M.H.

GENERAL NOTES

ROAD CLASSIFICATION - CONNECTORSTREET RESIDENTIAL

N.T.S.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

D


PAPER

FILE NAME

A4

A

1 1


B.SELL

M.HUTCHINSON

DATEJUN 11

E


GENERAL NOTES

ROAD CLASSIFICATION ACCESS STREET 1

N.T.S.

PROJECT

DRAWING No.

OFSHEET

REVDETAILS


DESIGN

DRAWN

CHECKED

A

B

C

D


PAPER

FILE NAME

A4

A

1 1


B.SELL

M.HUTCHINSON

DATEJUN 11

E


GENERAL NOTES

ROAD CLASSIFICATION - ACCESS STREET 2

N.T.S.

0.50 3.00 3.00 0.50

7.00m (MIN).

ES OPEN INVERTCHANNEL

ACCESS LANENOT TO SCALE

PRO

PERT

Y BO

UNDA

RY

PRO

PERT

Y BO

UNDA

RY

0.20

ES

0.20

1 in 40 1 in 40

0.50 3.00 3.00 0.50

7.00m (MIN).

ES OPEN INVERTCHANNEL

ACCESS LANENOT TO SCALE

PRO

PERT

Y BO

UNDA

RY

PRO

PERT

Y BO

UNDA

RY

0.20

ES

0.20

1 in 40 1 in 40

SUBSOIL DRAINDEPTH 300mmBELOW SUBBASE

001

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASACCESS LANECROSS SECTION

1APR 2011

Revision

FigureDate



PRO

PERT

Y

B

OUN

DARY

SM2/B2 SM2/B2

5.500 (MIN)

2.750 (MIN) 2.750 (MIN)

16.000 (MIN)

VARIES4.200 (MIN)

1.500FOOTPATH

0.050

1.500FOOTPATH

0.050

VARIES4.200 (MIN)

1.500FOOTPATH 0.050

VARIES4.200 (MIN)

1 HARDSTAND PER LOT 2.300

SM2

ACCESS PLACE HARDSTANDNOT TO SCALE

PRO

PERT

Y

BO

UNDA

RY

NOTES:1. DIMENSIONS FROM INVERT OF KERB ASSUME B2 KERB2. MINIMUM DIMENSIONS ASSUME SM2 KERB

ACCESS PLACENOT TO SCALE

PRO

PERT

Y

B

OUN

DARY

FACE

FACE

FOOTPATH DETAILAS PER FIGURE 006

CONCRETE PAVINGAS PER FIGURE 010

002

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASACCESS PLACECROSS SECTION

1APR 2011

Revision

FigureDate



4.0m(MIN)

4.0m(MIN)

R 4.0m R 4.0m

25.0m (MIN)

7.6m

7.0m

R 3.0m

R 3.0m

T TURNINGNOT TO SCALE

SIDE TURNING BAYNOT TO SCALE

IOK

IOK

IOK

IOK

NOTE:1. DESIGN VEHICLE 8.8m SERVICE VEHICLE IN

ACCORDANCE WITH AUSTROADS SPECIFICATIONS

CUL-DE-SACRESIDENTIAL SUBDIVISION

NOT TO SCALE

IOK

IOK

1.5m

R 0.5mR 0.5m

5.5m(MIN)

5.5m(MIN)

5.5m(MIN)

R10.5m R10.5m

R10.5m DES.

7.6m

005

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREASTURNING AREA DETAILS

1APR 2011

Revision

FigureDate



PROJECT

DRAWING No.OF

SHEET

REVDETAILS


DESIGN

DRAWN

DATE

CHECKED

SCALE

A

B

C

D


PAPER

FILE NAMEMSC 703.DWG

A4

#### A

L.S.

FEB 09

L.S.

V.C.D.


INDENTED PARKING BAY

N.T.S.

1 1

FTTH 1.775

0.400

0.050

0.400

1.500

SEWER 1.000

GAS 2.250

RECYCLED WATER 2.700

POTABLE WATER 3.200

PRO

PERT

Y BO

UNDA

RY

FOOTPATH

WATER/GASCORRIDOR

4.500

MAJOR SWD 450 DIA MAX. UNDER WSUDNODAL TREATMENT

0.850TYP

NATURESTRIP 2.800

PIT

BOK

SEP

4.200

FACE

OF

KERB

(B2

KERB

)

1.000 0.600

ELECTRICALCORRIDOR

PIT

FOOTPATH

PRO

PERT

Y BO

UNDA

RY

ELECTRICAL 2.600

FTTH 1.775

0.400

0.050

0.400

1.500NATURESTRIP 2.500

BOK

FTTH0.450

0.60

0

FTTH

LIG

HT P

OLE

S

TREE

S

6. FTTH HIGH SIDE (NON NETWORK SIDE)

NON NETWORK SIDE TYPICALLY CONSISTS OF ISOLATED PITS AT REGULARINTERVALS WITH CONNECTIONS TO THE NETWORK VIA ROAD CROSSINGS.HOWEVER IN SOME INSTANCES PITS MAY BE CONNECTED WITH CONDUITSSIMILAR TO NETWORK SIDE.

7. FTTH LOW SIDE (NETWORK SIDE)

NETWORK (DISTRIBUTION) SIDE CONSISTS OF CONDUIT RUNS ALONGSIDEROADS WITH PITS AT REGULAR INTERVALS FOR ACCESS TO THENETWORK AND FOR ROAD CROSSINGS TO THE NEW NETWORK SIDE

IN MOST INSTANCES THE NETWORK SIDE WILL BE ON THE SAME SIDE ASTHE ELECTRICAL DISTRIBUTION. HOWEVER THERE ARE EXCEPTIONS INWHICH THE NETWORK WILL BE RUN ON THE NON-ELECTRICAL SIDE.

FTTH NOTES:

1. ASSUME WATER 100mm CONDUIT AND GAS 50mm CONDUIT

2. ASSUME STORMWATER DRAINAGE PIT 600x900

3. LOCATE FTTH UNDER FOOTPATH WHERE STORMWATER DRAINAGE PITWIDTH GREATER THAN 600mm

4. ASSUME 1200mm RISER IN HAUNCHED STORMWATER DRAINAGE PIT

5. MAXIMUM 2xHV POWER CABLES IN 100mm ELECTRICAL CONDUITS AND2xHV POWER CABLES IN 120mm CONDUITS

SERVICES NOTES:

ELECGASREUSE WATER

0.450

FACE

OF

KERB

(B2

KERB

)

0.60

0

0.25Min.

003

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREAS 1

APR 2011Revision

FigureDate



FTTH 1.775

0.400

0.050

0.400

1.500

SEWER 1.200

GAS 2.250

RECYCLED WATER 2.675

POTABLE WATER 3.150

PRO

PERT

Y BO

UNDA

RY

FOOTPATH

WATER/GASCORRIDOR

4.500

MAJOR SWD 900Ø AND LARGERMIN COVER 0.600 IN NATURESTRIP

MIN COVER 0.900 UNDER PAVEMENT

0.850TYP

NATURESTRIP 2.800

PIT

BOK

4.200

FACE

OF

KERB

(B2

KERB

)

1.000 0.600

ELECTRICALCORRIDOR

PIT

FOOTPATH

PRO

PERT

Y BO

UNDA

RY

ELECTRICAL 2.600

FTTH 1.775

0.400

0.050

0.400

1.500NATURESTRIP 2.500

BOK

FTTH0.450

0.60

0

FTTH

LIG

HT P

OLE

S

TREE

S

2. FTTH HIGH SIDE (NON NETWORK SIDE)

NON NETWORK SIDE TYPICALLY CONSISTS OF ISOLATED PITS AT REGULARINTERVALS WITH CONNECTIONS TO THE NETWORK VIA ROAD CROSSINGS.HOWEVER IN SOME INSTANCES PITS MAY BE CONNECTED WITH CONDUITSSIMILAR TO NETWORK SIDE.

3. FTTH LOW SIDE (NETWORK SIDE)

NETWORK (DISTRIBUTION) SIDE CONSISTS OF CONDUIT RUNS ALONGSIDEROADS WITH PITS AT REGULAR INTERVALS FOR ACCESS TO THENETWORK AND FOR ROAD CROSSINGS TO THE NEW NETWORK SIDE

IN MOST INSTANCES THE NETWORK SIDE WILL BE ON THE SAME SIDE ASTHE ELECTRICAL DISTRIBUTION. HOWEVER THERE ARE EXCEPTIONS INWHICH THE NETWORK WILL BE RUN ON THE NON-ELECTRICAL SIDE.

FTTH NOTES:

ELECGASREUSE WATER

0.450

FACE

OF

KERB

(B2

KERB

)

0.60

0

0.600

SWD

1. LANDSCAPING REQUIRES SPECIAL CONSIDERATION WHENPOSITIONING ADJACENT TO MELBOURNE WATER MAIN DRAINS

NOTES:

1.000

004

STANDARD DRAWINGS FORSUBDIVISIONS IN GROWTH AREAS 1

APR 2011Revision

FigureDate



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