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STANDARD DRAWINGS
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
PAPER
FILE NAME
MCC001 - INDEX.DWG
A4
J
1 1
STANDARD DRAWINGS - MCC 001L.SHE
L.SHE
M.HUTCHINSON
DATEJUN 16
GENERAL NOTES
STANDARD DRAWINGS INDEX
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
F ADDED MCC 404 AND MINOR AMENDMENTS TO DRAWINGSM.H. 18/06/2018
REMOVED EDCM 202, REPLACED WITH MCC 202M.H. 18/06/2018G
AMENDED MCC 504M.H. 01/03/2019H
AMENDED MCC 201, ADDED MCC 507M.H. 08/03/2019I
UPDATED EDCM 201, MCC 704, CREATED MCC 202a AND MCC 202bM.H. 25/09/2020J
150
150
150 (MIN)150
PAVE
MENT
JOIN
T
EXISTING PAVEMENTNEW PAVEMENT
25
300
SEE NOTE 1
100Ø CLASS 1000 PERVIOUS PIPE, NO FINES CONCRETE FILTER STAGE 1 FILTER
WITH GEOTEXTILE AROUND TRENCH
ASPHALT COURSES
BASE COURSE
SUB-BASE AND LOWER SUB-BASE
CONSTRUCTION LAYER - 150mm MIN.
CAPPING LAYER - 150mm MIN.
EXPANSIVE SUBGRADENOT TO SCALE
300
325
150 (MIN)150
150
25
PAVE
MENT
JOIN
T
100Ø CLASS 1000 PERVIOUS PIPE,NO FINES CONCRETE FILTER STAGE 1
FILTER WITH GEOTEXTILE AROUND TRENCH
EXISTING PAVEMENTNEW PAVEMENT
NON EXPANSIVE SUBGRADENOT TO SCALE
SEE NOTE 2ASPHALT COURSES
BASE COURSE
SUB-BASE AND LOWER SUB-BASE
SUBGRADE
SUBGRADE
201
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
JOINT DETAIL FOR
ROAD PAVEMENTS
1
DEC 2015
15.06.20-VDLSRevised1
16.11.15-MMJPFINAL ISSUE0
Revision
EDCM
Date
\\mel-fps\engineer\0_Design and Infrastructure\Standard Drawings\01_Current Standard Drawing\CURRENT STANDARD DRAWINGS\EDCM 201 - JOINT DETAIL FOR ROAD PAVEMENTS rev1.dwgCad File No:17 September 2020 - 3:47 PM
Plot Date:Li She
Plotted 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 TO EXISTING PAVEMENT.2. FOR NON EXPANSIVE SUBGRADE, SAW CUT EXISTING ASPHALT. REFER TO
SPECIFICATION SECTION 407.17 FOR JOINT DETAIL. PLACE 600mm MIN WIDE STRESSABSORBING MEMBRANE. GEOTEXTILE TO BE LOCATED CENTRALLY OVER PAVEMENTJOINT.
3. SUBSURFACE DRAINS TO BE PROVIDED BEFORE THE CONSTRUCTION OF THEPAVEMENT.
4. CONDUITS FOR GAS, WATER, ELECTRICITY AND TELECOM SERVICES TO BE LOCATEDCLEAR 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.7. CONSTRUCTION LAYERS AND CAPPING LAYER MATERIAL MUST HAVE THE FOLLOWING
SPECIFICATIONS:· MIN. CBR=8%,· MAX. SWELL=1.5%,· MAX. PERMEABILITY=5x10-9 m/s
ASPHALT COURSES
BASE COURSE
600300
D
SUB-BASE & LOWER SUB BASE
CAPPING LAYER - 150mm MIN
100Ø CLASS 400 PERVIOUS PIPE WITH SECOND STAGEGEOTEXTILE SOCK AND 20mm SIZED COUNCIL APPROVEDSCREENING OR NO FINES CONCRETE.
PAVEMENT MAKEUPNOT TO SCALE
CONSTRUCTION LAYER 150mm MIN.
COUNCIL APPROVEDKERB
100mm TOPSOIL
SERVICE CONDUIT(SEE NOTE 1)
REVISION 1
PROOF ROLL PRIOR TO PLACEMENT OF SERVICECONDUITS
ROAD BOXING CHECKED FOR FORMATION. I.E. LINE AND LEVEL(NO PROOF ROLL REQUIRED AT SUBGRADE WHEN CONSTRUCTION LAYER IS USED.)
ASPHALT COURSES
BASE COURSE
SUB-BASE & LOWER SUB BASE
CAPPING LAYER - 150mm MIN
CONSTRUCTION LAYER 150mm MIN.
ELECTRICAL SERVICE CONDUIT A MINIMUM200mm BELOW CAPPING LAYER (SEE NOTE 4) EMBEDMENT TO AUTHORITY REQUIREMENTS
MARKER TAPE AT A MINIMUM 50mm BELOWCAPPING LAYER (SEE NOTE 4)
REFER TO NOTE 3
SECTION A-A FOR ELECTRICAL SERVICE CONDUITS ONLYNOT TO SCALE
SUBGRADE
SUBGRADE
100mm TOPSOIL DRESSING AS SPECIFIED
100mm TOPSOIL
TYPE B FILL AS SPECIFIED
202a
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
SUBSURFACE DRAIN
BACK OF KERB FOR
1
DEC 2015
25.06.00-VDLSREVISED1
16.11.15-MMDGFINAL ISSUE0
Revision
EDCM
Date
C:\Lishe\CAD\Standard Drawing\EDCM 202a - SUBSURFACE DRAIN BACK OF KERB rev1.dwgCad File No:8 September 2020 - 2:11 PM
Plot Date:Li She
Plotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
NOTES:1. CONDUITS FOR GAS, WATER, SEWER AND TELECOM SERVICES TO BE LAID WITHIN
THE SUBGRADE OR CONSTRUCTION LAYER WITH A MINIMUM 100mm COVERBELOW THE BOTTOM OF THE CAPPING LAYER. CONDUITS SHALL NOT BE PLACEDWITHIN THE PAVEMENT NOR THE CAPPING LAYER.
2. SERVICE CONDUITS TO BE INSTALLED AFTER PLACEMENT OF THE CONSTRUCTIONLAYER AT A GRADE OF 1 IN 100 FALLING TO THE SIDE OF THE PROPOSED UTILITYMAIN
3. SERVICE TRENCH BACKFILL TO BE 20mm CLASS 3 CR, RECYCLED CONCRETE ORCOUNCIL APPROVED EQUIVALENT
4. FOR ELECTRICAL SERVICES, WHERE THE CONDUIT IS GREATER THAN 200mmBELOW THE CAPPING LAYER, THE MARKER TAPE MUST BE PLACED 150mm ABOVETHE CONDUIT OR PER THE ELECTRICAL AUTHORITY'S REQUIREMENTS
5. CONSTRUCTION LAYERS AND CAPPING LAYER MATERIAL MUST HAVE THEFOLLOWING SPECIFICATIONS:
· MIN. CBR=8%,· MAX. SWELL=1.5%,· MAX. PERMEABILITY=5x10-9 m/s
6. ALL DIMENSIONS IN MILLIMETRES WHERE NOT SPECIFIED
EXPANSIVE SUBGRADE
ASPHALT COURSES
BASE COURSE
450300
D
SUB-BASE & LOWER SUB BASE
100Ø CLASS 400 PERVIOUS PVC AGRICULTURAL PIPE WITHGEOTEXTILE SOCK IN 20mm COUNCIL APPROVED SCREENING ORNO FINES CONCRETE.
PAVEMENT MAKEUPNOT TO SCALE
COUNCIL APPROVEDKERBS
100mm TOPSOIL
SERVICE CONDUIT(SEE NOTE 1)
REVISION 1 202b
ROAD BOXING CHECKED FOR FORMATION. I.E. LINE AND LEVEL
ASPHALT COURSES
BASE COURSE
SUB-BASE
CONDUIT 200mm BELOW SUBGRADE (MIN)
EMBEDMENT TO AUTHORITY REQUIREMENTS
MARKER TAPE AT 50mm BELOW SUB-GRADE (MIN)20mm CLASS 3 FCR, RECYCLED CONCRETE OR COUNCIL APPROVEDEQUIVALENT.
SECTION A-A FOR ELECTRICAL SERVICE CONDUITS ONLYNOT TO SCALE
150
TYPE B FILL AS SPECIFIED
100mm TOPSOIL DRESSING AS SPECIFIED
300
25mm BEDDING
300
MIN.
100
100
SUBGRADE
SUBGRADE(PROOF ROLL TO OCCUR AT THE TOP OF SUBGRADE)
202b
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
SUBSURFACE DRAIN
BACK OF KERB FOR
1
AUG 2020
28.08.20-VDLSREVISED1
16.11.15-MMDGFINAL ISSUE0
Revision
EDCM
Date
C:\Lishe\CAD\Standard Drawing\EDCM 202b - SUBSURFACE DRAIN BACK OF KERB rev1.dwgCad File No:8 September 2020 - 2:11 PM
Plot Date:Li She
Plotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
NOTES:1. CONDUITS FOR GAS, WATER, SEWER AND TELECOM SERVICES TO BE LAID WITHIN
THE SUBGRADE2. SERVICE CONDUITS TO BE LAID AT A GRADE OF 1 IN 100 FALLING TO THE SIDE OF
THE PROPOSED UTILITY MAIN3. FOR ELECTRICAL SERVICES, THE MARKER TAPE MUST BE PLACED 150mm ABOVE
THE CONDUIT OR PER ELECTRICAL AUTHORITY'S REQUIREMENTS.4. ALL DIMENSIONS IN MILLIMETRES WHERE NOT SPECIFIED
NON-EXPANSIVE SUBGRADE
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
A2, A3, A4, A5 OR A6 FILTER BACKFILL.
EXPANSIVE SUBGRADENOT TO SCALE
SUBGRADE
NON EXPANSIVE SUBGRADENOT TO SCALE
150
MIN
100mm TOPSOIL
100
100
D/2 + 200
20mm CLASS 3 CRUSHED ROCKOR 20mm CLASS 3 CRUSHEDCONCRETE COMPACTED TO 97%MODIFIED.
SERVICE CONDUIT
ASPHALT
BASE COURSE
600300
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
100mm TOPSOIL
325
D/2 + 200
20mm CLASS 3 CRUSHED ROCKOR 20mm CLASS 3 CRUSHEDCONCRETE COMPACTED TO 97%MODIFIED.
SERVICE CONDUIT
2510
0
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
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 202 - SUBSURFACE DRAIN BACK OF KERB.DWG
A41 1
STANDARD DRAWING - MCC 202L.SHE
L.SHE
M.HUTCHINSON
DATEFEB 2019
E
BASED ON EDCM 202. MOVED SUBSURFACE DRAIN LOCATION.26/02/19M.H
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
SUBSURFACE DRAINBACK OF KERB
REVISED FILTER MATERIAL08/03/19M.H
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
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.
ENGINEERING SERVICES DEPT
REVIEWED AND UPDATED DESIGN05/16M.H.ROUNDABOUT CENTRAL ISLAND
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A41 1
STANDARD DRAWING - MCC 204L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
INITIAL DESIGN01/09V.C.D
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
REVIEWED AND UPDATED DESIGN05/16M.H.INDENTED PARKING BAY B
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 205 - SIGNAGE OFFSET AND INSTALLATION.DWG
A41 1
STANDARD DRAWING - MCC 205
SIGNAGE OFFSET AND INSTALLATION
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
INITIAL DESIGN01/09V.C.D
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
REVIEWED AND UPDATED DESIGN05/16M.H.C
ADDED POLES ARE TO BE BOLTED TO SLEEVES08/18M.H.
N.T.S.
RELOCATED SUBSURFACE DRAIN TO THE CAPPING LAYERM.H 06/11
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
BARRIER KERB, EDGE
AND INVERT PROFILES
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 301.dwgCad File No:16 November 2015 - 2:48 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
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:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
KERB MARKINGS
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 303.dwgCad File No:16 November 2015 - 2:54 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
ISSUE APP'D DATE AMENDMENT
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.
ENGINEERING SERVICES DEPT
REVIEWED DRAWING AND UPDATED NOTESM.H 06/11
REVISED DRAWING FONTSM.H 12/16
KEEPLEFT
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 305.DWG
A4
D
1 1
STANDARD DRAWING - MCC 305
SPLITTER ISLANDS
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
INCORPORATED EDCM DRAWING DETAILS06/16M.H.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
REVISED DRAWING FONTS, LINEWEIGHTS, ETC. AMENDED SI3 USAGE06/16M.H.
REVISED SI1 & SI3 USAGE06/16M.H.
AMENDED ISLAND CRITERIA06/18M.H.
≥
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 306 - SI1 SPLITTER ISLAND LAYOUT PLAN.DWG
A4
D
1 1
STANDARD DRAWING - MCC 306
SI1 TYPE SPLITTER ISLAND TYPICALLAYOUT
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
PRELIMINARY DESIGN08/16M.H.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
AMENDED INTERSECTION LABELS & NOTES12/16M.H.
≥ ≥
AMENDED PAINTED CHEVRON MARKING LENGTH AND ISLAND USAGE07/17M.H.
AMENDED ISLAND CRITERIA06/18M.H.
<
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 307 - SPLITTER ISLAND LAYOUT PLAN SI3.DWG
A4
E
1 1
STANDARD DRAWING - MCC 307
SI3 TYPE SPLITTER ISLAND TYPICALLAYOUT
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
PRELIMINARY DESIGN12/16M.H.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
AMENDED SPLITTER ISLAND LAYOUT AND LABELING.12/16M.H.
AMENDED PAINTED LINEMARKING05/17M.H.
CHANGED FROM SI2 TO SI305/17M.H.
<
REVISED ISLAND CRITERIA06/18M.H.
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A4
C
1 1
STANDARD DRAWING - MCC 308
SI3 SPLITTER ISLAND LAYOUT ON90 DEGREES BENDS
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
PRELIMINARY DESIGN10/16M.H.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
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:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A4
A
1 1
STANDARD DRAWING - MCC 402L.SHE
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.
ENGINEERING SERVICES DEPT
PROPERTY LINE PROPERTY LINE
E.J.
A A
W.P
.J.
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 403 - PEDESTRIAN CROSSING KERB RAMP DETAILS.DWG
A4
C
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.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
REVISED FONTS TO MATCH MCC STANDARD12/2016M.H
ADDED TGSI DETAILS02/2018M.H
PROPERTY LINE PROPERTY LINE
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 404 - TACKTILE SURFACE INDICATORS DETAIL.DWG
A4
A
1 1
STANDARD DRAWING - MCC404
TACTILES SURFACE INDICATORS DETAIL
L.SHE
L.SHE
M.HUTCHINSON
DATEFEBRUARY 2018
E
FINAL ISSUE06/2018M.H
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
---
---
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
50mm THICK 20mm CLASS 3CRUSHED ROCK OR CLASS 3CRUSHED CONCRETEMECHANICALLY COMPACTED
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
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
RESIDENTIAL
VEHICLE CROSSING - SINGLE
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 501.dwgCad File No:16 November 2015 - 3:31 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
FOOTPATH SECTION VARIES
TITL
E
BO
UNDA
RY1 IN 50
50mm THICK 20mm CLASS 3CRUSHED ROCK OR CLASS 3CRUSHED CONCRETEMECHANICALLY COMPACTED
125mm THICK N25 CONCRETEWITH SL72 MESH TOP 50 COVER.
MESH TO HAVE 50 COVER TO ALL EDGES
50
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
750
REFER FIGURE EDCM401 FOR JOINTING DETAILSW.P.J = WEAKENED PLANE JOINTE.J. = EXPANSION JOINTC.J. = CONSTRUCTION JOINT
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
TRANSITION OFTHE KERB
TRANSITION OFTHE KERB
BACK OF KERB BACK OF KERB
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
WPJ EQUALLY SPACED(2000 MAX. CENTRES)
150
MATC
HFS
L LEV
EL
600
502
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
RESIDENTIAL
VEHICLE CROSSING - DOUBLE
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 502.dwgCad File No:16 November 2015 - 3:33 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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.
FOOTPATH SECTION VARIES
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
100mm THICK 20mm CLASS 3CRUSHED ROCK OR CLASS 3CRUSHED CONCRETEMECHANICALLY COMPACTED
200mm THICK N25 CONCRETEWITH SL82 MESH TOP 50 COVER.
MESH TO HAVE 50 COVER TO ALL EDGES
50
750
750
SECTION A - A
PLAN
TRANSITION OFTHE KERB
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
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)
MATC
HFS
L LEV
EL
503
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
HEAVY DUTY
VEHICLE CROSSING
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 503.dwgCad File No:16 November 2015 - 3:36 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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) 4000 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 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.
REVIEWED AND UPDATED 2011 STANDARD DRAWINGS TO MATCH GAAM.H. 06/11
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
C
D
PAPER
FILE NAMEMCC 501 - SINGLE RESIDENTIAL VEHICLE CROSSING.DWG
A4
G
1 1
STANDARD DRAWING - MCC 501
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
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
AMENDED AS PER INTERNAL FEEDBACK AND UPDATED EDCM DWGsM.H. 01/13
F UPDATED CLEARANCES TO MATCH NEW CROSSOVER POLICYM.H. 01/18
G MADE MINOR AMENDMENTSM.H. 06/18
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
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 502 - EXTENSION OF CROSSOVER.DWG
A4
E
1 1
STANDARD DRAWING - MCC 502L.SHE
L.SHE
M.HUTCHINSON
DATEMAY 2016
E
REVIEWED AND UPDATED 2000 STANDARD DRAWINGS06/07J.V.
GENERAL NOTES
EXTENSION OF CROSSOVER
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O FREVIEWED AND UPDATED PER EDCMM.H 05/16
UPDATED CLEARANCES TO NEW CROSSOVER POLICYM.H 10/17
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 503 - DOUBLE RESIDENTIAL VEHICLE CROSSING.DWG
A4
D
1 1
STANDARD DRAWING - MCC 503
DOUBLE RESIDENTIAL VEHICLE CROSSING
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
INCORPORATED EDCM DRAWING DETAILS06/16M.H.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
REVISED DRAWING FONTS, LINEWEIGHTS & REFERENCED DWGs06/16M.H.
UPDATED CLEARANCES TO NEW CROSSOVER POLICY10/17M.H.
MADE MINOR AMENDMENTS06/18M.H.
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
B
C
D PAPER
FILE NAMEMCC 504 - INDUSTRIAL VEHICLE CROSSING.DWG
A4
F
1 1
STANDARD DRAWING - MCC 504
INDUSTRIAL VEHICLE CROSSING
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
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.
UPDATED CLEARANCES TO NEW CROSSOVER POLICY10/17M.H.
F REMOVED REO IN PLAN VIEW, REMOVED OLD NOTE 303/19M.H.
AA
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 505 - RURAL VEHICLE CROSSING FOR SHALLOW TABLE DRAINS.DWG
A4
E
1 1
STANDARD DRAWING - MCC 505
RURAL VEHICLE CROSSING FOR SHALLOWTABLE DRAIN
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
REVIEWED AND UPDATED 2000 STANDARD DRAWINGS06/07J.V.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
ADDED TABLE 1 & MODIFIED NOTES03/09V.C.D.
AMENDED LINE WEIGHTS, FONTS & REFERENCE DWGS12/16M.H.
UPDATED CLEARANCE TO NEW CROSSOVER POLICY10/17M.H.
AMENDED CLEARANCE TABLE06/18M.H.
AA
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAMEMCC 506 - RURAL PIPED CULVERT VEHICLE CROSSING.DWG
A4
D
1 1
STANDARD DRAWING - MCC 506
RURAL PIPE CULVERT VEHICLE CROSSING
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O F
REVIEWED 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
M.H. 10/17 UPDATED CLEARANCES TO NEW CROSSOVER POLICY
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
600 B2 KERB & CHANNEL
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\EDCM Standard Drawings\ECDM - 601.dwgCad File No:16 November 2015 - 4:18 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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)
SECTION A - ANOT TO SCALE
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
600 B2 KERB & CHANNEL
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 602.dwgCad File No:16 November 2015 - 3:38 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
SECTION A - ANOT TO SCALE
PLANNOT TO SCALE
150
OR O
FFSE
TGR
ATED
PIT
FROM
PIP
E
REFER EDCM 605, 606, 607 &608 FOR JUNCTION DETAILS.
603
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
SM2 KERB & CHANNEL
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 603.dwgCad File No:16 November 2015 - 3:40 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
REFER EDCM 605, 606, 607 &608 FOR JUNCTION DETAILS.
150
OR O
FFSE
TGR
ATED
PIT
FROM
PIP
E
604
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
GRATED CHANNEL PIT
SM2 KERB - DOUBLE
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 604.dwgCad File No:16 November 2015 - 3:43 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
SECTION A - ANOT TO SCALE
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 - CONCRETEOR FIBRE GLASS
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
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
SECTION A - ANOT TO SCALE
SEE NOTE 12
SEE NOTE 4
SEE NOTE 3
REFER TO PIT COVER SCHEDULEFOR PIT COVER TYPE
PIT 1201 TO 3600 DEPTHPIT TO 1200 DEPTH
REFER TOEDCM 609
REFER TOEDCM 609
605
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
900mm X 600mm JUNCTION PIT
UP TO 3600mm DEPTH
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 605.dwgCad File No:16 November 2015 - 3:44 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF
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
BRIDGE DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BEUSED.
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
SECTION A - ANOT TO SCALE
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
SECTION A - ANOT TO SCALE
SEENOTE 3
REFER TO PIT COVER SCHEDULEFOR PIT COVER TYPE
SEE NOTE 4
900 X 600250 250
75
3600
MAX
DEP
TH
3600
MAX
DEP
TH
CORNER REINFORCEMENT LAP DETAILNOT TO SCALE
60030
0 Min
600300 Min
150
250
150
250
200
75
SEENOTE 3
75
SL92REINFORCEMENT SL92
REINFORCEMENT
REFER TOEDCM 609
REFER TOEDCM 609
606
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
900mm X 600mm JUNCTION PITS
3601mm TO 10800mm DEPTH
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 606.dwgCad File No:16 November 2015 - 3:46 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
MUNICIPALITIESCASEY
LOCATION OF PITRESERVES CLASS B - FIBRE GLASS
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 - CONCRETEOR FIBRE GLASS
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
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
NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF
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
BRIDGE DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BEUSED.
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.
A A
3600
MAX
DEP
TH
75
60D/
3
SECTION A - ANOT TO SCALE
PLAN VIEWNOT TO SCALE
MUNICIPALITIESCASEY
LOCATION OF PITRESERVES CLASS B - FIBRE GLASS
SEE NOTE 3
REFER TO PIT COVER SCHEDULEFOR PIT COVER TYPE
BRANCHCONNECTION
150
900
150
SEE NOTE 4
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 - CONCRETEOR FIBRE GLASS
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
CLASS D - CAST IRON CLASS D - CAST IRON
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
CORNER REINFORCEMENT LAP DETAILNOT TO SCALE
1200
REFER TOEDCM 609
607
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
HAUNCHED JUNCTION PIT
UP TO 3600mm DEPTH
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 607.dwgCad File No:16 November 2015 - 3:47 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF
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
BRIDGE DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BEUSED.
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
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
CORNER REINFORCEMENT LAP DETAILNOT TO SCALE
60030
0 Min
600300 Min
SEE NOTE 4
REFER TO PIT COVER SCHEDULEFOR PIT COVER TYPE
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
HAUNCHED JUNCTION PITS
3601mm TO 10800mm DEPTH
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 608.dwgCad File No:16 November 2015 - 3:48 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
MUNICIPALITIESCASEY
LOCATION OF PITRESERVES CLASS B - FIBRE GLASS
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 - CONCRETEOR FIBRE GLASS
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
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
NOTES:1. PIPE CENTRE LINE TO BE DIAMETER OF PIPE / 2 + 200mm BEHIND BACK OF
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
BRIDGE DESIGN AND VICROADS SPECIFICATION 705 DRAINAGE PITS MAY BEUSED.
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.
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
STEP IRONS
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 609.dwgCad File No:16 November 2015 - 3:51 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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 MIN.
700
THROAT MIN. 90
150 MIN.
300 12
0
45°
310150
300
100
100
180
110115
6460
120
75
R225
300 30080
0
AA
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A4
C
1 1
STANDARD DRAWING - MCC 610
SIDE ENTRY PIT
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
REVIEWED AND UPDATED 2000 STANDARD DRAWINGSJ.V. 06/07
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
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A4
B
1 1
STANDARD DRAWING - MCC 611
MODIFIED SIDE ENTRY PIT
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
REVIEWED AND UPDATED 2000 STANDARD DRAWINGSJ.V. 06/07
REVIEWED AND REVISED PIT DETAILS, FONTSM.H. 12/16
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A4
B
1 1
STANDARD DRAWING - MCC 612
MODIFIED SIDE ENTRY PITS WITH EXISTINGCATCH PITS
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
FIRST DRAFTM.H 08/16
REVISED PIT DETAILSM.H 08/16
PROJECT
DRAWING No.
OFSHEET
REVDETAILS
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
A
B
C
DPAPER
FILE NAME
A4
C
1 1
STANDARD DRAWING - MCC 613
AUXILIARY CHANNEL PIT
L.SHE
L.SHE
M.HUTCHINSON
DATEAPRIL 2016
E
REVIEWED AND UPDATED 2000 STANDARD DRAWINGS06/07J.V.
GENERAL NOTES
N.T.S.
ENGINEERING SERVICES DEPT
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
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
PROPERTY INLET
TYPE A
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 701.dwgCad File No:16 November 2015 - 3:55 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
INLET FOR HOUSE CONNECTIONSEALED WITH THREADED CAP
90° 'T' JUNCTION
CORE CUT PIPE
DVA
RIAB
LE D
EPTH
ELEVATIONNOT TO SCALE
PVC PAN COLLAR OR APPROVEDEQUIVALENT. RENDER AROUNDCOLLAR WITH MORTAR.
702
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
PROPERTY INLET
TYPE B
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\MPA standard drawings\20150506 EDCM DRAWINGS (NEW)\28082015 Drawings\ECDM - 702.dwgCad File No:16 November 2015 - 3:54 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
REFER TO MWC LAND DEVELOPMENT MANUAL.
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
STANDARD DRAWINGS FOR
SUBDIVISIONS IN GROWTH AREAS
PROPERTY INLET
TYPE C
0
DEC 2015
Revision
EDCM
Date
Q:\Infrastructure Planning\EDCM Standard Drawings\ECDM - 703.dwgCad File No:16 November 2015 - 4:20 PMPlot Date: Kerry WaltonPlotted by:
DateApprovedCheckedDrawnRevisionNo
Note: * indicates signatures on original issue of drawing or last revision of drawing
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:
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
ISSUE APP'D DATE AMENDMENT
DESIGN
DRAWN
CHECKED
B
C
D PAPER
FILE NAMEMCC 704 - PIPE BEDDING & RE-INSTATEMENTS V2.DWG
A4
F
1 1
STANDARD DRAWING - MCC 704L.SHE
L.SHE
M.HUTCHINSON
DATEDEC 16
E
GENERAL NOTES
PIPE BEDDING & RE-INSTATEMENTS
N.T.S.
REVIEWED AND UPDATED NOTES, FONTSM.H 05/16
ENGINEERING SERVICES DEPT
M E L T O N
C I T Y O FREVISED BACKFILL REQUIREMENT UNDER PAVEMENTSM.H 05/16
F REVISED TYPE 2 PAVEMENTM.H 27/07/2020
