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MCC-001 Date: December 2020
INDEX OF ENGINEERING STANDARD DRAWINGS Revision: 01
Drawing
No.
Drawing Title Latest
Revision
Revision
Date
MCC-001 Index of Engineering Standard Drawings 01 Dec-2020
MCC-002 Standard Construction Notes 00 Oct-2020
MCC-101 Road Pavement - Composition 00 Oct-2020
MCC-102 Road Pavement - Widening 00 Oct-2020
MCC-103 Subsurface Drainage - At Edge of Road Pavement 00 Oct-2020
MCC-104 Subsurface Drainage - Flushout Riser 00 Oct-2020
MCC-105 Reinstatement of Drainage Pipe Trenches 00 Oct-2020
MCC-106 Reinstatement of Utility Service Trenches in Roads 00 Oct-2020
MCC-107 Kerb Profiles 00 Oct-2020
MCC-201 Drainage - Junction Pit 00 Oct-2020
MCC-202 Drainage - Step Irons 00 Oct-2020
MCC-203 Drainage - Side Entry Pit - Drainage Pipe Within Nature Strip 00 Oct-2020
MCC-204 Drainage - Double Side Entry Pit - Drainage Pipe Within Nature Strip 00 Oct-2020
MCC-205 Drainage - Existing Side Entry Pit - Conversion to Grated Side Entry Pit 01 Dec-2020
MCC-206 Drainage - Existing Side Entry Pit - Conversion to Grated Pit at Vehicle Crossing 01 Dec-2020
MCC-207 Drainage - Grated Side Entry Pit - Drainage Pipe Within Roadway 01 Dec-2020
MCC-208 Drainage - Double Grated Side Entry Pit - Drainage Pipe Within Roadway 01 Dec-2020
MCC-209 Drainage - Grated Side Entry Pit - Drainage Pipe Within Nature Strip 01 Dec-2020
MCC-210 Drainage - Double Grated Side Entry Pit - Drainage Pipe Within Nature Strip 01 Dec-2020
MCC-211 Drainage - Grated Side Entry Pit - Drainage Pipe Underneath Kerb 01 Dec-2020
MCC-212 Drainage - Table Drain Inlet Pit (V-Notch) 00 Oct-2020
MCC-213 Footpath With Concrete Spoon Drain & 'V' Grated Drainage Pit 00 Oct-2020
MCC-301 Property Drainage Connections - Within Road Reserve 00 Oct-2020
MCC-302 Property Drainage Connection - Council Drainage Pipe in Road Reserve 00 Oct-2020
MCC-303 Property Drainage Connection - Council Drainage Pipe in Easement 00 Oct-2020
MCC-304 Full Height Kerb Adaptor 00 Oct-2020
MCC-401 Footpath Pavement Details - Concrete 00 Oct-2020
MCC-402 Footpath Pavement Details - Asphalt 00 Oct-2020
MCC-403 Shared User Path Pavement Details - Concrete 00 Oct-2020
MCC-404 Shared User Path Pavement Details - Asphalt 00 Oct-2020
MCC-405 Pedestrian Crossing - Locations 00 Oct-2020
MCC-406 Pedestrian Crossing - Layout Details 00 Oct-2020
MCC-407 Pedestrian Crossing - Tactile Ground Surface Indicators 00 Oct-2020
MCC-501 Vehicle Crossing - Standard 00 Oct-2020
MCC-502 Vehicle Crossing - Industrial & Heavy Use 00 Oct-2020
MCC-503 Vehicle Crossing - Rural With Culvert 00 Oct-2020
MCC-601 Raised Pavement 00 Oct-2020
MCC-602 Road Hump (Watts Profile) 00 Oct-2020
MCC-603 Road Hump & Raised Pavement - Warning Sign Installation 00 Oct-2020
MCC-604 Splitter Island With Pedestrian Refuge 00 Oct-2020
MCC-701 Street Name Blade & Sign Assembly - Maroondah City Council 00 Oct-2020
MCC-702 Street Name Blade & Sign Assembly - Private Common Property 00 Oct-2020
Vehicle Crossings
Local Area Traffic Management (LATM)
Street Furniture
General
Roads
Drainage
Property Drainage
Paths
DRAINAGE NOTES
1. NO INTERNAL DIMENSION OF JUNCTION PITS SHALL BE LESS THAN PIPE DIAMETER PLUS 150mm.
2. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
3. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED WITH SL72 MESH CENTRALLY PLACED.
4. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS 450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
5. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
6. PRECAST PITS MAY BE USED AS JUNCTION PITS SUBJECT TO COUNCIL APPROVAL IN WRITING.
7. WITHIN NON-TRAFFICABLE AREAS, ALL PIT LIDS ARE TO BE MINIMUM CLASS B, LIGHTWEIGHT & LOCKABLE IN ACCORDANCE WITH AUSTRALIAN
STANDARDS AS 3996:2019, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. WITHIN TRAFFICABLE AREAS, ALL PIT LIDS ARE TO BE MINIMUM CLASS D, HEAVY DUTY IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS
3996:2019, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. ALL GRATED PIT LIDS ARE TO BE BICYCLE SAFE & INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
GENERAL NOTES
1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWINGS AND SPECIFICATIONS UNLESS
SPECIFIED OTHERWISE.
2. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND DEPTHS PRIOR TO THE
COMMENCEMENT OF WORKS. THE CONTRACTOR SHALL ADVISE THE SUPERINTENDENT OF ANY REQUIRED ALTERATIONS.
3. ALL WORK PRACTICES SHALL COMPLY WITH THE OCCUPATIONAL HEALTH & SAFETY ACT AND ALL RELEVANT REGULATIONS AND CODES OF
PRACTICE (IN PARTICULAR, THE CODE OF PRACTICE FOR SAFETY PRECAUTIONS IN TRENCHING OPERATIONS).
4. WORKSAFE VICTORIA IS TO BE INFORMED FOR TRENCHING OPERATIONS WHERE THE DEPTH IS GREATER THAN 1.5m.
5. THE CONTRACTOR SHALL STRICTLY COMPLY WITH "NO GO ZONE" CLEARANCE REQUIREMENTS WHEN WORKING WITHIN THE VICINITY OF
OVERHEAD ELECTRICAL ASSETS/CABLES. FOR ANY OPERATION WHICH ENCROACHES ON THE 3.0m "NO GO ZONE", THE CONTRACTOR SHALL
OBTAIN A WRITTEN PERMIT TO WORK FROM WORKSAFE. CONTRACTORS SHALL ALSO COMPLY WITH RELEVANT WORKING CLEARANCES FOR
OTHER UNDERGROUND UTILITIES AS SPECIFIED BY THE UTILITY OWNERS, INCLUDING BUT NOT LIMITED TO UNDERGROUND GAS & ELECTRICAL
SERVICES. FURTHER INFORMATION ON "NO GO ZONE" CLEARANCE REQUIREMENTS, REFER TO CURRENT WORKSAFE VICTORIA PUBLICATIONS
(WWW.WORKSAFE.VIC.GOV.AU).
6. ALL CONCRETE SHALL BE SAWCUT TO THE NEAREST JOINT UNLESS SPECIFIED OTHERWISE.
7. ALL SERVICE COVERS WITHIN THE LIMIT OF WORKS SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED SURFACE LEVELS.
8. NO TREES OR VEGETATION SHALL BE REMOVED UNLESS AUTHORISED BY MAROONDAH CITY COUNCIL.
9. ALL DISTURBED AREAS SHALL BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 100mm. NATURE STRIPS SHALL BE GRADED EVENLY FROM
THE TOP OF KERB TO THE FRONT OF PATH OR AS DIRECTED.
10. SITE EROSION CONTROL AND MINIMISATION MEASURES SHALL BE ADOPTED AT ALL TIMES IN ACCORDANCE WITH THE ENVIRONMENTAL
PROTECTION AUTHORITY'S ENVIRONMENTAL GUIDELINES FOR MAJOR CONSTRUCTION SITES.
11. TRAFFIC MANAGEMENT IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE ROAD MANAGEMENT ACT 2004 AND AS1742.3. ALL SIGNAGE
(TEMPORARY AND PERMANENT) SHALL BE CLASS 1 REFLECTIVE GRADE.
12. ALL CONCRETE TO HAVE COMPRESSIVE STRENGTH AT 28 DAYS NOT LESS THAN 25 MPa UNLESS SPECIFIED OTHERWISE.
13. ALL CRUSHED ROCK TO BE CURRENT VICROADS REGISTERED MIXES.
14. CLASS 3 CRUSHED ROCK & CEMENT TREATED CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN ACCORDANCE WITH VICROADS
TECHNICAL NOTE TN 107 - USE OF RECYCLED MATERIALS IN ROAD PAVEMENTS.
15. ALL LINE MARKING TO BE IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 1742.1 AND TO BE LONG LIFE THERMOPLASTIC IN ACCORDANCE
WITH VICROADS SECTION 724 OR AS DIRECTED BY SUPERVISING ENGINEER.
16. WHERE PRODUCTS HAVE RECOMMENDED SUPPLIERS, ALTERNATIVES MAY BE CONSIDERED, HOWEVER MUST BE ACCEPTED BY COUNCIL IN
WRITING.
17. A VEHICLE CROSSING PERMIT MUST BE OBTAINED FROM COUNCIL BEFORE UNDERTAKING ANY CONCRETE WORKS TO COUNCIL ASSETS,
INCLUDING FOOTPATH AND VEHICLE CROSSING CONSTRUCTION.
18. A ROAD/ASSET OPENING PERMIT MUST BE OBTAINED FROM COUNCIL BEFORE UNDERTAKING ANY EXCAVATION IN THE ROAD RESERVE OR
CONNECTING TO A COUNCIL DRAINAGE ASSET IN THE ROAD RESERVE OR EASEMENT.
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:STANDARD CONSTRUCTION NOTES
MCC-002
00
1 of 1
October 2020
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-107 FOR
CONCRETE KERB PROFILE DETAILS
30mm COMPACTED DEPTH OF
SIZE 10mm, TYPE H ASPHALT
WEARING COURSE
REFER TO TABLE BELOW FOR
PAVEMENT BASE COURSE
DETAILS
300
CLAY LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-103 FOR
SUBSURFACE DRAINAGE DETAILS
MIN
. 300
100
ROAD HIERARCHY
DESIGN LIFE (EQUIVALENT
STANDARD AXLES)
BASE MATERIAL DEPTH
LINK ROAD >10^7
350mm COMPACTED DEPTH,
20mm CLASS 2 CRUSHED
ROCK IN 3 LAYERS
COLLECTOR ROAD 10^6 - 10^7
300mm COMPACTED DEPTH,
20mm CLASS 2 CRUSHED
ROCK IN 2 LAYERS
LOCAL ACCESS ROAD 10^5 - 10^6
250mm COMPACTED DEPTH,
20mm CLASS 2 CRUSHED
ROCK IN 2 LAYERS
ANCILLARY ROAD (CAR PARK)
<10^5
200mm COMPACTED DEPTH,
20mm CLASS 2 CRUSHED
ROCK IN 2 LAYERS
VA
RIE
S
REFER TO UTILITY SERVICE
AUTHORITY NOTES BELOW
FOR CONDUIT DETAILS
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-107 FOR KERB BASE
COURSE DETAILS
EXISTING GROUND MATERIAL
REFER TO NOTE 5 FOR
SUBGRADE PREPARATION
SPECIFICATIONS
SUBGRADE
EXISTING GROUND MATERIALEXISTING GROUND MATERIAL
SUBGRADE
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. CRUSHED ROCK BASE PAVEMENT TO BE LAID AND COMPACTED IN
LAYERS NOT EXCEEDING 150mm TO ACHIEVE A MINIMUM OF 98%
MAXIMUM DRY DENSITY.
3. CRUSHED ROCK BASE PAVEMENT TO BE TEST ROLLED TO ACHIEVE
NON-DEFORMATION UNDER LOADING. TESTING & COMPACTION TO BE
IN ACCORDANCE WITH VICROADS SPECIFICATIONS.
4. COMPACTION & MATERIALS TESTING REPORT MUST BE PROVIDED TO
COUNCIL'S ENGINEERS IMMEDIATELY FOLLOWING COMPACTION OF
BASE.
5. SUBGRADE UNDER ROAD PAVEMENT TO ACHIEVE CALIFORNIA
BEARING RATIO (CBR) OF MINIMUM 10, OTHERWISE PAVEMENT DESIGN
MUST BE PROVIDED TO COUNCIL'S ENGINEERS.
UTILITY SERVICE AUTHORITY CONDUIT NOTES:
6. CONDUITS - DEPTH AND LOCATION AS SPECIFIED BY UTILITY SERVICE
AUTHORITY IN CONJUNCTION WITH MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-106.
7. CONDUIT POSITION TO BE MARKED ON BOTH KERB FACES
WATER: W
GAS: G
ELECTRICITY: E
TELECOMMUNICATIONS: T
8. DEPTH OF CONDUIT TO BE MINIMUM 100mm BELOW PREPARED
PAVEMENT MATERIAL.
9. IF SUBGRADE IS TO BE STABILISED, CONDUITS SHALL BE PLACED
BELOW THE STABILISED LAYER DEPTH BEFORE STABILISING IS
CARRIED OUT.
PAVEMENT BASE COURSE DEPTH TABLE
KERB AND ROAD PAVEMENT DETAIL
SCALE 1:10 @ A4
MIN
. 150
ASPHALT WEARING COURSE
ASPHALT BASE COURSE
BASE COURSE
KERB BASE COURSE
40mm COMPACTED DEPTH OF
SIZE 14mm, TYPE H ASPHALT
BASE COURSE
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
ROAD PAVEMENT -
COMPOSITION
MCC-101
1 of 1
00
October 2020
300 300
300
REFER TO NOTE 2 FOR ASPHALT
SEALING SPECIFICATIONS
EXISTING ROAD ROAD WIDENING
EXISTING ROAD ROAD WIDENING
HEAVY TACK COATING OF THE PAVEMENT
INTERFACE WITH EMULSION OR EQUIVALENT
EXISTING SURFACE
EXISTING SURFACE
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR ASPHALT
WEARING COURSE (OVERLAY) DETAIL
HEAVY TACK COATING OF THE PAVEMENT
INTERFACE WITH EMULSION OR EQUIVALENT
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR
ASPHALT BASE COURSE DETAIL
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR
PAVEMENT BASE COURSE DETAIL
EXISTING PAVEMENT
EXISTING PAVEMENT
ROAD WIDENING PAVEMENT
ROAD WIDENING PAVEMENT
PROPOSED SURFACE
PROPOSED SURFACE
EXISTING ASPHALT TO BE PROFILED FOR A MINIMUM
WIDTH OF 300mm AND TO A DEPTH THAT ACCOMMODATES
THE ASPHALT BASE COURSE OF THE NEW PAVEMENT
EXISTING ASPHALT TO BE PROFILED FOR A MINIMUM
WIDTH OF 300mm AND TO A DEPTH THAT ACCOMMODATES
THE ASPHALT BASE COURSE OF THE NEW PAVEMENT
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. ALL JOINTS BETWEEN OLD AND NEW ASPHALT SURFACES TO BE
SEALED WITH AN ASPHALT CRACK & JOINT SEALANT APPROVED BY
MAROONDAH CITY COUNCIL.
ROAD WIDENING WITH FULL WIDTH ASPHALT OVERLAY
ROAD WIDENING WITHOUT OVERLAY
SCALE 1:10 @ A4
SCALE 1:10 @ A4
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR ASPHALT
WEARING COURSE (OVERLAY) DETAIL
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR
ASPHALT BASE COURSE DETAIL
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR
PAVEMENT BASE COURSE DETAIL
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
ROAD PAVEMENT -
WIDENING
MCC-102
1 of 1
00
October 2020
25
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR
KERB & PAVEMENT DETAILS
300
CLAY LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
MIN
. 300
100
VA
RIE
S
SUBGRADE
EXISTING GROUND MATERIALEXISTING GROUND MATERIAL
SUBGRADE
100mm Ø, CLASS SN8 SLOTTED
POLYETHYLENE PIPE WRAPPED
IN GEOTEXTILE FILTER FABRIC
REFER TO NOTE 4 FOR
CONDUIT DETAILS
EXISTING GROUND MATERIAL
BACKFILL WITH
'NO FINES' CONCRETE
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. SUBSURFACE DRAINAGE TO BE CLASS SN8 IN ACCORDANCE WITH
AUSTRALIAN STANDARDS AS/NZS 2439:2007.
3. SUBSURFACE DRAINAGE TO BE LAID BELOW KERB, BACKFILLED WITH
'NO FINES' CONCRETE, IF EXISTING CONSTRAINTS PREVENT
PLACEMENT BEHIND KERB AT COUNCIL ENGINEER'S DIRECTION.
4. SUBSURFACE DRAINAGE TO BE INSTALLED BELOW SERVICE CONDUITS.
5. SUBSURFACE DRAINAGE TO BE LAID AT A MINIMUM GRADE OF 1 in 200.
6. FLUSHOUT RISERS TO BE INSTALLED EVERY 120m IN ACCORDANCE
WITH MAROONDAH CITY COUNCIL STANDARD DRAWING MCC-104, IF NO
DRAINAGE PITS ARE AVAILABLE.
BEHIND KERB BELOW KERB
ALTERNATE LOCATIONPREFERRED LOCATION
SUBSURFACE DRAINAGE AT EDGE OF ROAD PAVEMENT
SCALE 1:10 @ A4
BACKFILL WITH 20mm SCREENINGS
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
SUBSURFACE DRAINAGE -
AT EDGE OF ROAD PAVEMENT
MCC-103
1 of 1
00
October 2020
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
INDICATED.
2. SUBSURFACE DRAINAGE TO BE CLASS SN8 IN ACCORDANCE
WITH AUSTRALIAN STANDARDS AS/NZS 2439:2007.
3. SUBSURFACE DRAINAGE TO BE LAID IN ACCORDANCE WITH
MAROONDAH CITY COUNCIL STANDARD DRAWING MCC-103.
4. FLUSHOUT RISERS TO BE INSTALLED EVERY 120m UNLESS
DRAINAGE PIT IS AVAILABLE.
PLAN VIEW
1:15 SCALE @ A4
SECTION A-A
1:15 SCALE @ A4
A
BACK OF KERB
450
450
FLUSHOUT RISER COVER IN
ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
CONNECT TO SUBSURFACE DRAINAGE LAID BEHIND
OR BELOW KERB IN ACCORDANCE WITH MAROONDAH
CITY COUNCIL STANDARD DRAWING MCC-103
EXISTING GROUND MATERIAL
SUBGRADE
SUBGRADE
BA
CK
O
F K
ER
B LIN
E
EXISTING SURFACE
FLUSHOUT RISER COVER IN
ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
100mm Ø, CLASS SN8 SLOTTED
POLYETHYLENE PIPE
'Y-JUNCTION'
PLUMBING FITTING
SUBSURFACE
DRAINAGE TRENCH
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
SUBSURFACE DRAINAGE -
FLUSHOUT RISER
MCC-104
1 of 1
00
October 2020
GENERAL NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
INDICATED.
2. CRUSHED ROCK BACKFILL TO BE LAID AND COMPACTED IN
LAYERS NOT EXCEEDING 150mm TO ACHIEVE A MINIMUM OF
98% MAXIMUM DRY DENSITY.
3. ALL CRUSHED ROCK TO BE CURRENT VICROADS
REGISTERED MIXES.
4. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED
CONCRETE IN ACCORDANCE WITH VICROADS TECHNICAL
NOTE TN 107 - USE OF RECYCLED MATERIALS IN ROAD
PAVEMENTS.
5. CONTRACTORS WORKING IN TRENCHES WITH A DEPTH
EQUAL TO OR GREATER THAN 1.5m MUST PROVIDE
APPROVED TRENCH SHORING FOR THE DURATION OF THE
WORKS.
6. ALL JOINTS BETWEEN OLD AND NEW ASPHALT SURFACES
TO BE SEALED WITH AN ASPHALT CRACK & JOINT SEALANT
APPROVED BY MAROONDAH CITY COUNCIL.
7. THIS STANDARD IS TO BE READ IN CONJUNCTION WITH
MANUFACTURER'S PIPE INSTALLATION SPECIFICATIONS.
8. ALTERNATIVE DRAINAGE PIPE SPECIFICATIONS,
REINSTATEMENT MATERIAL AND/OR TRENCH DIMENSIONS
MAY BE PERMITTED SUBJECT TO COMPLIANCE WITH
RELEVANT AUSTRALIAN STANDARDS, MANUFACTURER'S
SPECIFICATIONS, AND MAROONDAH CITY COUNCIL
APPROVAL.
PIPE & TRENCH NOTES:
9. PIPE SPECIFICATION WITHIN ROAD RESERVE
(ROAD PAVEMENT & NATURE STRIP) TO BE AT MINIMUM:
9.1. 375mm SN8 CORRUGATED POLYPROPYLENE PIPE
SUCH AS 'STORMPRO' OR 'BLACKMAX'
9.2. 375mm SN8 SOLVENT WELDED uPVC PIPE
9.3. 375mm CLASS 4 REINFORCED CONCRETE PIPE (RCP)
10. PIPE SPECIFICATION WITHIN EASEMENTS TO BE AT
MINIMUM:
10.1. 300mm SN8 CORRUGATED POLYPROPYLENE PIPE
SUCH AS 'STORMPRO' OR 'BLACKMAX'
10.2. 300mm SN8 SOLVENT WELDED uPVC PIPE
10.3. 300mm CLASS 3 REINFORCED CONCRETE PIPE (RCP)
ALL PIPES ARE TO BE RUBBER RING JOINTED UNLESS
SPECIFIED OTHERWISE.
11. PIPE EMBEDMENT MATERIAL TO BE:
11.1. POLYPROPYLENE - 5-7mm CLASS 3 CRUSHED ROCK
11.2. uPVC - 14mm CLASS 3 CRUSHED ROCK
11.3. RCP - 20mm CLASS 3 CRUSHED ROCK
12. TRENCH EMBEDMENT DIMENSIONS TO BE CALCULATED
RELATIVE TO THE OUTER DIAMETER (OD) OF DRAINAGE PIPE
IN ACCORDANCE WITH EMBEDMENT ZONE TABLE BELOW.
'
O
D
'
TRENCH WITHIN ROAD PAVEMENT
1:20 SCALE @ A4
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-101 FOR ASPHALT
WEARING COURSE & BASE COURSE DETAILS
REFER TO NOTE 6 FOR ASPHALT
SEALING SPECIFICATIONS
EXISTING
SURFACE
BACKFILL WITHIN EXISTING
PAVEMENT DEPTH TO BE 20mm
CLASS 2 CRUSHED ROCK
REFER TO NOTE 9 FOR PIPE
MATERIAL SPECIFICATIONS
MIN.
'C'
PIPE OUTER
DIAMETER (OD)
300
WEARING
COURSE CHASE
300
WEARING
COURSE CHASE
MIN.
'C'
MIN
. 600
EX
. P
AV
EM
EN
T
DE
PT
H
BACKFILL BELOW EXISTING PAVEMENT
DEPTH & ABOVE EMBEDMENT ZONE TO
BE MINIMUM CLASS 3 CRUSHED ROCK
MIN
.
'B
'
MIN
.
'A
'
EM
BE
DM
EN
T Z
ON
E
'
O
D
'
TRENCH WITHIN NATURE STRIP / EASEMENT
1:20 SCALE @ A4
MIN.
'C'
PIPE OUTER
DIAMETER (OD)
SPRING LINE
MIN.
'C'
CLAY LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
100
EMBEDMENT ZONE TABLE
POLY/uPVC
PIPE
CONCRETE
PIPE
PIPE OUTER
DIAMETER (mm)
300 TO ≤450
BEDDING 'B' (mm)
* FOR PIPES WITH OUTER DIAMETER GREATER THAN 900mm, REFER TO PLUMBING & DRAINAGE
AUSTRALIAN STANDARDS AS/NZS 3500.1:2018
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
450 TO ≤900
150 100 100 200 150
150 150 100 300 150
OVERLAY 'A' (mm) CLEARANCE 'C' (mm)
150
150
POLY/uPVC
PIPE
CONCRETE
PIPE
POLY/uPVC
PIPE
CONCRETE
PIPE
EXISTING
SURFACE
MIN
. 300 - 450
MIN
.
'B
'
MIN
.
'A
'
EM
BE
DM
EN
T Z
ON
E
EMBEDMENT MATERIAL TO BE LAID
FROM BASE OF PIT TO TOP OF
OVERLAY IN ACCORDANCE WITH
NOTE 11.
REFER TO NOTE 9 & 10 FOR PIPE
MATERIAL SPECIFICATIONS
HEAVY TACK COATING OF THE PAVEMENT
INTERFACE WITH EMULSION OR EQUIVALENT
BACKFILL BELOW CLAY LOAM &
ABOVE EMBEDMENT ZONE IN
EASEMENTS TO BE COMPACTED
EXCAVATED MATERIAL
EASEMENTNATURE STRIP
BACKFILL BELOW CLAY LOAM &
ABOVE EMBEDMENT ZONE IN
NATURE STRIPS TO BE MINIMUM
CLASS 3 CRUSHED ROCK
SPRING LINE
EMBEDMENT MATERIAL TO BE LAID
FROM BASE OF PIT TO TOP OF
OVERLAY IN ACCORDANCE WITH
NOTE 11.
MINIMUM COVER OF 450mm TO
NATURE STRIP FINISHED SURFACE
MINIMUM COVER OF 300mm TO
EASEMENT FINISHED SURFACE
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
REINSTATEMENT OF DRAINAGE PIPE
TRENCHES
MCC-105
1 of 1
00
October 2020
300
REFER TO NOTE 7 FOR ASPHALT
REINSTATEMENT SPECIFICATIONS
REFER TO NOTES 3, 4 & 5 FOR
BACKFILL SPECIFICATIONS
UTILITY CONDUITS TO BE LAID A MINIMUM OF
100mm BELOW EXISTING PAVEMENT DEPTH,
OR, A MINIMUM OF 600mm BELOW THE ROAD
SURFACE, WHICHEVER IS GREATER
BE
DD
IN
G
300
REFER TO NOTE 8 FOR ASPHALT
SEALING SPECIFICATIONS
MIN
. 100
EX
IS
TIN
G P
AV
EM
EN
T D
EP
TH
REFER TO NOTE 8 FOR ASPHALT
SEALING SPECIFICATIONS
TRENCH WITHIN ROAD RESERVE
WEARING COURSE CHASEEXISTING SURFACE WEARING COURSE CHASE
SCALE 1:10 @ A4
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. CONTRACTORS WORKING IN TRENCHES WITH A DEPTH EQUAL TO
OR GREATER THAN 1.5m MUST PROVIDE APPROVED TRENCH
SHORING FOR THE DURATION OF THE WORKS.
3. BACKFILL WITHIN EXISTING PAVEMENT DEPTH TO BE MINIMUM
20mm CLASS 2 CRUSHED ROCK COMPACTED IN LAYERS NOT
EXCEEDING 150mm.
4. BACKFILL BELOW EXISTING PAVEMENT DEPTH TO BE MINIMUM
20mm CLASS 3 CRUSHED ROCK COMPACTED IN LAYERS NOT
EXCEEDING 150mm.
5. BACKFILL WITHIN NATURE STRIPS TO BE MINIMUM 20mm CLASS 3
CRUSHED ROCK COMPACTED IN LAYERS NOT EXCEEDING 150mm.
SURFACE LEVEL TO BE REINSTATED WITH 100mm THICK CLAY
LOAM WITH KIKUYU / COUCH / PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION.
6. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED
CONCRETE IN ACCORDANCE WITH VICROADS TECHNICAL NOTE
TN 107 - USE OF RECYCLED MATERIALS IN ROAD PAVEMENTS.
7. ASPHALT ROAD SURFACE DEPTH TO BE REINSTATED IN
ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD
DRAWING MCC-101, OR, EXISTING ROAD PAVEMENT DEPTH,
WHICHEVER IS GREATER.
8. ALL JOINTS BETWEEN OLD AND NEW ASPHALT SURFACES TO BE
SEALED WITH AN ASPHALT CRACK & JOINT SEALANT APPROVED
BY MAROONDAH CITY COUNCIL.
MIN. 300
UTILITY CONDUITS TO BE LAID &
BEDDED IN ACCORDANCE WITH
UTILITY OWNER SPECIFICATIONS
MIN
. 600
HEAVY TACK COATING OF THE PAVEMENT
INTERFACE WITH EMULSION OR EQUIVALENT
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
REINSTATEMENT OF UTILITY SERVICE
TRENCHES IN ROADS
MCC-106
1 of 1
00
October 2020
190 300
110 300190
300
275
275
300
275
300
200 300
600
600
600
600
110
110 110
110 45040
150
150
150
150
150
150
150
125
125
40
10
110
R25 R75
R25
R75
R15
R15
R15
R225
R225
15
150
40
R225
150
125
25mm
CHAMFER
R25
50
25mm
CHAMFER
25mm
CHAMFER
25mm
CHAMFER
25mm
CHAMFER
R25
40
190
B1 - BARRIER KERB
B2 - BARRIER KERB & CHANNEL
B3 - BARRIER KERB & OUTFALL TRAY
SM1 - SEMI-MOUNTABLE KERB
SM2 - SEMI-MOUNTABLE KERB & CHANNEL
SM3 - SEMI-MOUNTABLE KERB & OUTFALL TRAY
IN
VE
RT
O
F K
ER
B
IN
VE
RT
O
F K
ER
BIN
VE
RT
O
F K
ER
B
IN
VE
RT
O
F K
ER
B
SCALE 1:10 @ A4
SCALE 1:10 @ A4
SCALE 1:10 @ A4
SCALE 1:10 @ A4
SCALE 1:10 @ A4
SCALE 1:10 @ A4
450
IN
VE
RT
O
F K
ER
B
R25
40
R25
IN
VE
RT
O
F K
ER
B
R25
R15
R15
R15
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. ALL KERBS TO BE CONSTRUCTED FROM 25MPa 'KERB MIX' CONCRETE ON A MINIMUM 150mm COMPACTED
DEPTH, 20mm CLASS 3 CRUSHED ROCK IN ACCORDANCE WITH VICROADS STANDARD DOCUMENT SECTION 703.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN ACCORDANCE WITH VICROADS
TECHNICAL NOTE TN 107 - USE OF RECYCLED MATERIALS IN ROAD PAVEMENTS.
4. CONSTRUCTION JOINTS AT MAXIMUM 2.5m INTERVALS.
5. TRANSITION FROM ONE KERB PROFILE TO ANOTHER SHOULD TAKE PLACE OVER ONE 2.5m LENGTH.
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:KERB PROFILES
MCC-107
1 of 2
00
October 2020
40
200
300 150 TO 300
150
600
50
150
150
150
50
10
600
300 300 300 300
230
300
150
150
40
40
10
25mm
CHAMFER
25mm
CHAMFER
R15
R15 R15
R15
25mm
CHAMFER
25mm
CHAMFER
25mm
CHAMFER
40
250
M2 - MOUNTABLE KERB & CHANNEL
M1 - MOUNTABLE KERB EDGE STRIPM4 - MOUNTABLE KERB
M3 - MOUNTABLE KERB & OUTFALL TRAY
IN
VE
RT
O
F K
ER
B
IN
VE
RT
O
F K
ER
B
LIN
E O
F K
ER
B
LIN
E O
F K
ER
B
SCALE 1:10 @ A4
SCALE 1:10 @ A4
SCALE 1:10 @ A4SCALE 1:10 @ A4
SCALE 1:10 @ A4
600 600
M5 - MOUNTABLE KERB & CHANNEL M6 - MOUNTABLE KERB & OUTFALL TRAY
SCALE 1:10 @ A4 SCALE 1:10 @ A4
300 300 300 300
IN
VE
RT
O
F K
ER
B
IN
VE
RT
O
F K
ER
B
40
150
150
10
25mm
CHAMFER
R15
150
100
40
40
150
100
R15
25mm
CHAMFER
R10
R10
R10
R10
LIN
E O
F K
ER
B
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. ALL KERBS TO BE CONSTRUCTED FROM 25MPa 'KERB MIX' CONCRETE ON A MINIMUM 150mm COMPACTED
DEPTH, 20mm CLASS 3 CRUSHED ROCK IN ACCORDANCE WITH VICROADS STANDARD DOCUMENT SECTION 703.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN ACCORDANCE WITH VICROADS
TECHNICAL NOTE TN 107 - USE OF RECYCLED MATERIALS IN ROAD PAVEMENTS.
4. CONSTRUCTION JOINTS AT MAXIMUM 2.5m INTERVALS.
5. TRANSITION FROM ONE KERB PROFILE TO ANOTHER SHOULD TAKE PLACE OVER ONE 2.5m LENGTH.
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:KERB PROFILES
MCC-107
2 of 2
00
October 2020
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
"W
" - R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
150
"L" - REFER TO PIT SIZE TABLE 150150
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 8.
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO NOTE 5.
SL72 MESH
REINFORCEMENT.
REFER TO NOTE 4.
BASE OF PIT TO BE FOUNDED ON FIRM
NATURAL GROUND TO COUNCIL SATISFACTION
150
150
STEP IRONS.
REFER TO NOTE 3.
"W" - REFER TO PIT SIZE TABLE "L" - REFER TO PIT SIZE TABLE
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF JUNCTION PITS SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE
INSTALLED IN ACCORDANCE WITH MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE
REINFORCED WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. PRECAST PITS MAY BE USED AS JUNCTION PITS SUBJECT TO COUNCIL
APPROVAL IN WRITING.
8. WITHIN NON-TRAFFICABLE AREAS, ALL SOLID PIT LIDS ARE TO BE
MINIMUM CLASS B, LIGHTWEIGHT & LOCKABLE., IN ACCORDANCE WITH
AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
9. WITHIN TRAFFICABLE AREAS, ALL PIT LIDS ARE TO BE MINIMUM CLASS
D, HEAVY DUTY, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS
3996:2019, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
10. ALL GRATED PIT LIDS ARE TO BE BICYCLE SAFE & INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
MINIMUM INTERNAL PIT SIZE TABLE
SECTION B-B
1:20 SCALE @ A4
B
B
A A
SPRING LINE
EXISTING
SURFACE
EXISTING
SURFACE
PLAN VIEW
1:20 SCALE @ A4
SECTION A-A
1:20 SCALE @ A4
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:DRAINAGE - JUNCTION PIT
MCC-201
1 of 1
00
October 2020
MA
X. 450
MA
X. 300
MA
X. 300
300
150 75
50
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. STEP IRONS SHALL BE USED IN PITS EXCEEDING 1m IN DEPTH.
3. STEP IRONS SHALL COMMENCE 450mm FROM BOTTOM OF PIT WITH
MAXIMUM 300mm SPACING TO WITHIN 300mm OF THE TOP.
4. STEP IRONS SHALL BE PLACED CENTRALLY WITH PIT COVER OPENING.
5. STEP IRONS SHALL BE PLASTIC COATED GALVANISED STEEL.
6. STEEL FOR STEP IRONS SHALL BE STRUCTURAL GRADE 250 IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS/NZS 3679.1:2016 .
7. STEP IRONS SHALL HAVE SHARP EDGES ROUNDED AND HOT DIP
GALVANISED AFTER FABRICATION IN ACCORDANCE WITH AUSTRALIAN
STANDARDS AS/NZS 4680:2006.
8. STEP IRONS INSTALLED IN PRECAST PITS SHALL BE LOAD TESTED TO
AUSTRALIAN STANDARDS AS 4198:1994.
SIDE VIEW
1:20 SCALE @ A4
STEP IRON DETAIL
1:20 SCALE @ A4
FA
CE
O
F P
IT
W
ALL
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:DRAINAGE - STEP IRONS
MCC-202
1 of 1
00
October 2020
"L" - REFER TO PIT SIZE TABLE 150150
150
"L" - REFER TO PIT SIZE TABLE
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO SHEET 2 NOTE 7.
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO SHEET 2 NOTE 5.
SL72 MESH
REINFORCEMENT.
REFER TO SHEET 2 NOTE 4.
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
PLAN VIEW
1:20 SCALE @ A4
NOTES:
1. DIMENSIONS IN MILLIMETRES
UNLESS OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE
STORMWATER DRAINAGE PIPE IS
WITHIN THE NATURE STRIP.
3. REFER TO SHEET 2 FOR ADDITIONAL
PIT CONSTRUCTION NOTES.
SPRING LINE
EXISTING
SURFACE
"W
" - R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
150
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
LIP OF KERB
BACK OF KERB
INVERT OF KERB
SETOUT POINT
(BACK OF KERB)
CHANNEL TO BE SHAPED TO
FACILITATE ENTRY OF
STORMWATER INTO PIT
B
B
A A
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION A-A
1:20 SCALE @ A4
SUBSOIL DRAIN
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-203
1 of 2
DRAINAGE -
SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
00
October 2020
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
"W" - REFER TO PIT SIZE TABLE
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 7.
M
I
N
.
1
0
0
T
H
R
O
A
T
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO NOTE 5.
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED ROCK
CHANNEL INVERT DISHED
TO PROVIDE MINIMUM
100mm THROAT INTO PIT
200
150
EXISTING
SURFACE
IN
VE
RT
O
F K
ER
B
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION B-B
1:20 SCALE @ A4
SETOUT POINT
(BACK OF KERB)
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF JUNCTION PITS SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
M
I
N
.
1
5
0
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-203
2 of 2
DRAINAGE -
SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
00
October 2020
"L" - REFER TO PIT SIZE TABLE 150150"L" - REFER TO PIT SIZE TABLE 150150
"L" - REFER TO PIT SIZE TABLE "L" - REFER TO PIT SIZE TABLE150
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO SHEET 2 NOTE 7.
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO SHEET 2 NOTE 5.
SL72 MESH
REINFORCEMENT.
REFER TO SHEET 2 NOTE 4.
300
500
PLAN VIEW
1:20 SCALE @ A4
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE STORMWATER
DRAINAGE PIPE IS WITHIN THE NATURE STRIP.
3. REFER TO SHEET 2 FOR ADDITIONAL PIT
CONSTRUCTION NOTES.
EXISTING
SURFACE
150
SPRING LINE
150
"W
" - R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
150
SETOUT POINT
(BACK OF KERB)
CHANNEL TO BE SHAPED TO
FACILITATE ENTRY OF
STORMWATER INTO PIT
B
B
A A
LIP OF KERB
BACK OF KERB
INVERT OF KERB
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
1:20 SCALE @ A4
SECTION A-A
MIN
.
150
SUBSOIL DRAIN
SUBSOIL DRAIN
DOUBLE WIDTH STEEL KERB
LINTEL TO SUIT KERB PROFILE
AVAILABLE FROM SUPPLIER:
- R&S GRATING
F
A
L
L
O
F
K
E
R
B
F
A
L
L
O
F
K
E
R
B
STEEL LINTEL (DOUBLE SUPPORT BAR)
& FRAME TO SUPPORT PIT LIDS IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
AVAILABLE FROM SUPPLIER:
- R&S GRATING
STEEL LINTEL (DOUBLE SUPPORT BAR)
& FRAME TO SUPPORT PIT LIDS IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
AVAILABLE FROM SUPPLIER:
- R&S GRATING
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
DOUBLE SIDE ENTRY PIT
DRAINAGE PIPE WITHIN NATURE
STRIP
MCC-204
1 of 2
00
October 2020
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
"W" - REFER TO PIT SIZE TABLE
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
M
I
N
.
1
0
0
T
H
R
O
A
T
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO NOTE 5.
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED
ROCK
CHANNEL INVERT DISHED
TO PROVIDE MINIMUM
100mm THROAT INTO PIT
200
150
EXISTING
SURFACE
IN
VE
RT
O
F K
ER
B
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION B-B
1:20 SCALE @ A4
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF JUNCTION PITS SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 7.
SETOUT POINT
(BACK OF KERB)
DOUBLE WIDTH STEEL KERB
LINTEL TO SUIT KERB PROFILE
AVAILABLE FROM SUPPLIER:
- R&S GRATING
M
I
N
.
1
5
0
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-204
2 of 2
DRAINAGE -
DOUBLE SIDE ENTRY PIT
DRAINAGE PIPE WITHIN NATURE
STRIP
00
October 2020
150mm THICK 25 MPa
CONCRETE WALLS
EX
IS
TIN
G P
IT
D
EP
TH
GALVANISED STEEL GRATED PIT LID
ON FRAME TO SUIT.
REFER TO SHEET 2 NOTE 4.
LIP OF KERB
LIP OF KERBLIP OF KERB
EX
IS
TIN
G P
IT
W
ID
TH
450 (B
2 K
ER
B)
500
450 (B
2 K
ER
B)
NOTES:
1. DIMENSIONS IN MILLIMETRES
UNLESS OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE AN
EXISTING DRAINAGE PIT EXISTS
BEHIND BACK OF KERB, AND IS TO
BE MODIFIED TO IMPROVE INLET
CAPACITY.
3. REFER TO SHEET 2 FOR ADDITIONAL
PIT CONSTRUCTION NOTES.
SECTION A-A
1:20 SCALE @ A4
SPRING LINE
INVERT OF KERB
A A
PLAN VIEW
1:20 SCALE @ A4
B
SETOUT POINT
(BACK OF KERB)
INVERT OF KERB
BACK OF KERB
STANDARD PRECAST CONCRETE KERB
LINTEL TO SUIT KERB PROFILE
A A
B
SL72 MESH REINFORCEMENT.
LIP OF KERB
665
230
SUBSOIL DRAIN
100 1000 GRATE
GALVANISED STEEL GRATED PIT LID TO
HAVE 450x900 CLEAR OPENING WIDTH
ON FRAME ASSEMBLY TO SUIT.
REFER TO SHEET 2 NOTE 4.
150
500100
150900 INTERNAL
900 INTERNAL
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
EXISTING SIDE ENTRY PIT -
CONVERSION TO GRATED SIDE
ENTRY PIT
MCC-205
1 of 2
01
December 2020
230
50
SECTION B-B
1:20 SCALE @ A4
GALVANISED STEEL GRATED PIT LID
TO HAVE 450x900 CLEAR OPENING
WIDTH ON FRAME TO SUIT.
AVAILABLE AT SUPPLIERS:
- R&S GRATING
- SVC
- ARC
250
450
SL72 MESH REINFORCEMENT.
REMOVE EXISTING
SECTION OF PIT WALL
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED ROCK
IN
VE
RT
O
F K
ER
B
EXISTING SURFACE
230mm THICK 25 MPa
CONCRETE WALLS.
150mm THICK 25 MPa
CONCRETE WALLS.
450mm LONG N12 DEFORMED DOWEL BARS
AT 150mm CENTRES TO BE INSERTED &
GROUTED INTO EXISTING PIT WALL
STEP IRONS.
REFER TO NOTE 2.
MIN
. 150
SETOUT POINT
(BACK OF KERB)
M
I
N
.
1
0
0
T
H
R
O
A
T
M
I
N
.
1
5
0
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 3.
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
3. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
5. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
665
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-205
2 of 2
DRAINAGE -
EXISTING SIDE ENTRY PIT -
CONVERSION TO GRATED SIDE
ENTRY PIT
01
December 2020
SUBSOIL DRAIN
EX
IS
TIN
G P
IT
D
EP
TH
GALVANISED STEEL GRATED
PIT LID ON FRAME TO SUIT.
REFER TO SHEET 2 NOTE 2.
INVERT OF KERB
BACK OF KERB
LIP OF KERB
EXISTING PIT LENGTH
EX
IS
TIN
G P
IT
W
ID
TH
450 (B
2 K
ER
B)
450 (B
2 K
ER
B)
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE AN
EXISTING SIDE ENTRY PIT IS TO BE
CONVERTED INTO A GRATED SIDE ENTRY
PIT WITHIN A VEHICLE CROSSING LAYBACK
3. REFER TO SHEET 2 FOR ADDITIONAL PIT
CONSTRUCTION NOTES.
SECTION A-A
1:20 SCALE @ A4
SPRING LINE
A A
B
PLAN VIEW
1:20 SCALE @ A4
B
INVERT OF KERB
150mm THICK 25 MPa
CONCRETE WALLS
SL72 MESH REINFORCEMENT.
PRE-MANUFACTURED CONVERTED SIDE
ENTRY GRATE & FRAME - BULLNOSE PROFILE.
REFER TO SHEET 2 NOTE 2
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-206
1 of 2
DRAINAGE -
EXISTING SIDE ENTRY PIT -
CONVERSION TO GRATED PIT AT
VEHICLE CROSSING
01
December 2020
SL72 MESH REINFORCEMENT.
150mm THICK 25 MPa
CONCRETE WALLS.
150
50
REPLACE EXISTING CONCRETE KERB LINTEL & PIT LID
WITH PRE-MANUFACTURED CONVERTED SIDE ENTRY
GRATE & FRAME - BULLNOSE PROFILE.
REFER TO NOTE 2
100
450
50
REMOVE EXISTING
SECTION OF PIT WALL
CONCRETE VEHICLE CROSSING IN
ACCORDANCE WITH 'VEHICLE
CROSSINGS' SERIES OF MAROONDAH
CITY COUNCIL STANDARD DRAWINGS.
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. GRATED PIT LID TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE SAFE, IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
4. CONVERTED GRATED PIT AVAILABLE AT SUPPLIERS: 'R&S GRATING' & 'SVC'
SECTION B-B
1:20 SCALE @ A4
VEHICLE CROSSING SPLAY
IN
VE
RT
O
F K
ER
B
V
E
H
IC
L
E
C
R
O
S
S
IN
G
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED
ROCK
450mm LONG N12 DEFORMED DOWEL BARS
AT 150mm CENTRES TO BE INSERTED &
GROUTED INTO EXISTING PIT WALL
450mm LONG N12 DEFORMED DOWEL BARS
AT 150mm CENTRES TO BE INSERTED &
GROUTED INTO EXISTING PIT WALL
M
I
N
.
1
5
0
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-206
2 of 2
DRAINAGE -
EXISTING SIDE ENTRY PIT -
CONVERSION TO GRATED PIT AT
VEHICLE CROSSING
01
December 2020
150
900 INTERNAL
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO SHEET 2 NOTE 5.
SL72 MESH
REINFORCEMENT.
REFER TO SHEET 2 NOTE 4.
VA
RIE
S
SETOUT POINT
(BACK OF KERB)
STANDARD PRECAST KERB LINTEL
TO SUIT KERB PROFILE
NOTES:
1. DIMENSIONS IN MILLIMETRES
UNLESS OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE
STORMWATER DRAINAGE PIPE
CANNOT BE CONSTRUCTED WITHIN
NATURE STRIP & PIT ACCESS MUST
BE WITHIN THE ROADWAY.
3. REFER TO SHEET 2 FOR ADDITIONAL
PIT CONSTRUCTION NOTES.
SPRING LINE
INVERT OF KERB
B
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION A-A
1:20 SCALE @ A4
GALVANISED STEEL GRATED
PIT LID ON FRAME TO SUIT.
REFER TO SHEET 2 NOTE 7.
LIP OF KERB
LIP OF KERBLIP OF KERB
450 (B
2 K
ER
B)
500
450 (B
2 K
ER
B)
A A
PLAN VIEW
1:20 SCALE @ A4
B
INVERT OF KERB
BACK OF KERB
A A
LIP OF KERB
665
230
100 1000 GRATE
GALVANISED STEEL GRATED PIT LID TO
HAVE 450x900 CLEAR OPENING WIDTH
ON FRAME ASSEMBLY TO SUIT.
REFER TO SHEET 2 NOTE 7.
150
500100
150900 INTERNAL
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN ROADWAY
MCC-207
1 of 2
01
December 2020
150
665
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
230mm THICK 25 MPa
CONCRETE WALLS.
150 230
50
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
EXISTING SURFACE
IN
VE
RT
O
F K
ER
B
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION B-B
1:20 SCALE @ A4
SETOUT POINT
(BACK OF KERB)
M
I
N
.
1
0
0
T
H
R
O
A
T
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
GALVANISED STEEL GRATED PIT LID
TO HAVE 450x900 CLEAR OPENING
WIDTH ON FRAME TO SUIT.
AVAILABLE AT SUPPLIERS:
- R&S GRATING
- SVC
- ARC
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
VA
RIE
S
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO NOTE 5.
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
515150
PIT STANDARD TO BE USED
UP TO 1.20m DEPTH
FOR PITS DEEPER THAN
1.20m, REFER TO
MAROONDAH CITY COUNCIL
STANDARD DRAWING
MCC-209 & MCC-211
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN ROADWAY
MCC-207
2 of 2
01
December 2020
150
100
INVERT OF KERB
B
B
A A
LIP OF KERB
SETOUT POINT
(BACK OF KERB)
500500
290
450 (B
2 K
ER
B)
290
450 (B
2 K
ER
B)
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
INDICATED.
2. STANDARD TO BE USED WHERE STORMWATER DRAINAGE
PIPE CANNOT BE CONSTRUCTED WITHIN NATURE STRIP &
PIT ACCESS MUST BE WITHIN THE ROADWAY.
3. STANDARD TO BE USED WHERE ADDITIONAL INLET
CAPACITY AND/OR STORAGE IS REQUIRED.
4. REFER TO SHEET 2 FOR ADDITIONAL PIT CONSTRUCTION
NOTES.
150
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO SHEET 2 NOTE 5.
SL72 MESH
REINFORCEMENT.
REFER TO SHEET 2 NOTE 4.
HEAVY DUTY GALVANISED STEEL
GRATED PIT LID ON FRAME TO SUIT.
REFER TO SHEET 2 NOTE 7.
SECTION A-A
1:20 SCALE @ A4
SPRING LINE
INVERT OF KERB
PLAN VIEW
1:20 SCALE @ A4
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
BACK OF KERB
SUBSOIL DRAIN
DOUBLE WIDTH STEEL KERB
LINTEL TO SUIT KERB PROFILE
AVAILABLE FROM SUPPLIER:
- R&S GRATING
1000 GRATE1000 GRATE
1900 INTERNAL
LIP OF KERB
665
230
GALVANISED STEEL GRATED PIT LIDS TO
HAVE 450x900 CLEAR OPENING WIDTHS
ON FRAME ASSEMBLY TO SUIT.
REFER TO SHEET 2 NOTE 7.
100-UC TO SUPPORT CENTRE
OF THE TWO PIT FRAMES
VA
RIE
S
100-UC TO SUPPORT CENTRE
OF THE 2 PIT FRAMES
100-UC TO SUPPORT LENGTH
OF THE 2 PIT FRAMES
100-UC TO SUPPORT LENGTH
OF THE TWO PIT FRAMES
900
CLEAR OPENING
900
CLEAR OPENING
150 150
100
1900 INTERNAL
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-208
1 of 2
DRAINAGE -
DOUBLE GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN ROADWAY
01
December 2020
VA
RIE
S150
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
230mm THICK 25 MPa
CONCRETE WALLS.
150 230
50
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO NOTE 5.
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
EXISTING SURFACE
IN
VE
RT
O
F K
ER
B
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION B-B
1:20 SCALE @ A4
SETOUT POINT
(BACK OF KERB)
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
M
I
N
.
1
0
0
T
H
R
O
A
T
DOUBLE WIDTH STEEL KERB
LINTEL TO SUIT KERB PROFILE
AVAILABLE FROM SUPPLIER:
- R&S GRATING
GALVANISED STEEL GRATED PIT LIDS
TO HAVE 450x900 CLEAR OPENING
WIDTHS ON FRAME ASSEMBLY TO SUIT.
DOUBLE GRATED PIT & FRAME
ASSEMBLY AVAILABLE AT SUPPLIER:
- R&S GRATING
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
665
515150
PIT STANDARD TO BE USED
UP TO 1.20m DEPTH
FOR PITS DEEPER THAN
1.20m, REFER TO
MAROONDAH CITY COUNCIL
STANDARD DRAWING
MCC-209 & MCC-211
FRAME ASSEMBLY TO
INCLUDE 100-UCs TO
SUPPORT PIT FRAME
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet: 2 of 2
MCC-208
DRAINAGE -
DOUBLE GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN ROADWAY
01
December 2020
1000 GRATE
150
PLAN VIEW
1:20 SCALE @ A4
900 INTERNAL
EXISTING
SURFACE
SPRING LINE
"W
" - R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
150
B
B
A A
LIP OF KERB
SETOUT POINT
(BACK OF KERB)
500500
290
450 (B
2 K
ER
B)
LIP OF KERB
INVERT OF KERB
BACK OF KERB
LIP OF KERB
290
450 (B
2 K
ER
B)
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO SHEETS 2 & 3 NOTE 7.
150mm THICK 25 MPa CONCRETE WALLS.
REFER TO SHEETS 2 & 3 NOTE 5.
SL72 MESH REINFORCEMENT.
REFER TO SHEETS 2 & 3 NOTE 4.
150
STANDARD PRECAST KERB LINTEL
TO SUIT KERB PROFILE
SECTION A-A
1:20 SCALE @ A4
SUBSOIL DRAIN
665
230
GALVANISED STEEL GRATED PIT LID TO
HAVE 450x900 CLEAR OPENING WIDTH ON
FRAME TO SUIT.
REFER TO SHEETS 2 & 3 NOTE 8.
100
150
100
900 INTERNAL
NOTES:
1. DIMENSIONS IN
MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. STANDARD TO BE USED
WHERE STORMWATER
DRAINAGE PIPE IS WITHIN
THE NATURE STRIP.
3. STANDARD TO BE USED
WHERE ADDITIONAL INLET
CAPACITY AND/OR
STORAGE IS REQUIRED.
4. REFER TO SHEETS 2 & 3 TO
DETERMINE APPROPRIATE
PIT PROFILE UNDERNEATH
GRATED PIT LID.
5. REFER TO SHEETS 2 & 3
FOR ADDITIONAL PIT
CONSTRUCTION NOTES.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-209
1 of 3
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
01
December 2020
230
50
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
250
450
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
150mm COMPACTED
DEPTH, 20mm CLASS 3
CRUSHED ROCK
EXISTING SURFACE
230mm THICK 25 MPa
CONCRETE WALLS.
150mm THICK 25 MPa
CONCRETE WALLS.
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
GRATED ENTRY CHAMBER
SECTION B-B
1:20 SCALE @ A4
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
"W" - REFER TO PIT SIZE TABLE
MIN
.
150
IF OBVERT OF PIPE IS SHALLOWER THAN
850mm BELOW FINISHED SURFACE, PIT IS TO
BE WIDENED IN ACCORDANCE WITH SHEET 3
MIN
.
850
M
I
N
.
1
5
0
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
SOLID LIGHWEIGHT PIT LID SHOWN.
REFER TO NOTE 7.
IN
VE
RT
O
F K
ER
B
SETOUT POINT
(BACK OF KERB)
M
I
N
.
1
0
0
T
H
R
O
A
T
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
665
GALVANISED STEEL GRATED PIT LID
TO HAVE 450x900 CLEAR OPENING
WIDTH ON FRAME TO SUIT.
AVAILABLE AT SUPPLIERS:
- R&S GRATING
- SVC
- ARC
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
MCC-209
2 of 3
01
December 2020
230
50
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
EXISTING SURFACE
150mm THICK 25 MPa
CONCRETE WALLS.
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
"W" - REFER TO PIT SIZE TABLE
EXISTING PIPE TO BE CUT
FLUSH WITH WALL OF PIT
MA
X.
850
M
I
N
.
1
0
0
T
H
R
O
A
T
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
230mm THICK 25 MPa
CONCRETE WALLS.
IF OBVERT OF PIPE IS
DEEPER THAN 850mm
BELOW FINISHED SURFACE,
PIT IS TO BE WIDENED IN
ACCORDANCE WITH
SHEET 2
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
FULL DEPTH
SECTION B-B
1:20 SCALE @ A4
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 7.
IN
VE
RT
O
F K
ER
B
SETOUT POINT
(BACK OF KERB)
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
665
GALVANISED STEEL GRATED PIT LID
TO HAVE 450x900 CLEAR OPENING
WIDTH ON FRAME TO SUIT.
AVAILABLE AT SUPPLIERS:
- R&S GRATING
- SVC
- ARC
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
MCC-209
3 of 3
01
December 2020
150mm THICK 25 MPa CONCRETE WALLS.
REFER TO SHEETS 2 & 3 NOTE 5.
EXISTING
SURFACE
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
150
SECTION A-A
1:20 SCALE @ A4
SPRING LINE
"W
" - R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
150
BACK OF KERB
INVERT OF KERB
B
B
A A
LIP OF KERB
500
180
320
450 (B
2 K
ER
B)
320
450 (B
2 K
ER
B)
230
MIN
. 500
NOTES:
1. DIMENSIONS IN
MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. STANDARD TO BE USED
WHERE STORMWATER
DRAINAGE PIPE IS WITHIN
THE NATURE STRIP.
3. STANDARD TO BE USED
WHERE ADDITIONAL INLET
CAPACITY AND/OR
STORAGE IS REQUIRED.
4. REFER TO SHEETS 2 & 3 TO
DETERMINE APPROPRIATE
PIT PROFILE UNDERNEATH
GRATED PIT LID.
5. REFER TO SHEETS 2 & 3
FOR ADDITIONAL PIT
CONSTRUCTION NOTES.
DOUBLE WIDTH STEEL KERB LINTEL
TO SUIT KERB PROFILE
SETOUT POINT
(BACK OF KERB)
SUBSOIL DRAIN
GALVANISED STEEL GRATED PIT LIDS TO
HAVE 450x900 CLEAR OPENING WIDTHS
ON FRAME ASSEMBLY TO SUIT.
REFER TO SHEETS 2 & 3 NOTE 8.
STEEL LINTEL (DOUBLE SUPPORT BAR)
& FRAME TO SUPPORT PIT LIDS IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
AVAILABLE FROM SUPPLIER:
- R&S GRATING
100-UC TO SUPPORT LENGTH
OF THE TWO PIT FRAMES
100-UC TO SUPPORT CENTRE
OF THE TWO PIT FRAMES
1900 INTERNAL
SL72 MESH REINFORCEMENT.
REFER TO SHEET 2 & 3 NOTE 4.
1000 GRATE
150
100
500
1000 GRATE
150
100
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO SHEETS 2 & 3 NOTE 7.
STEEL LINTEL (DOUBLE SUPPORT BAR) &
FRAME TO SUPPORT PIT LIDS IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS
AVAILABLE FROM SUPPLIER:
- R&S GRATING
900
CLEAR OPENING
900
CLEAR OPENING
1900 INTERNAL
PLAN VIEW
1:20 SCALE @ A4
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-210
1 of 3
DRAINAGE -
DOUBLE GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
01
December 2020
230
50
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
250
450
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED
ROCK
IN
VE
RT
O
F K
ER
B
EXISTING SURFACE
230mm THICK 25 MPa
CONCRETE WALLS.
150mm THICK 25 MPa
CONCRETE WALLS.
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
GRATED ENTRY CHAMBER
SECTION B-B
1:20 SCALE @ A4
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
"W" - REFER TO PIT SIZE TABLE
MIN
.
150
IF OBVERT OF PIPE IS SHALLOWER THAN
850mm BELOW FINISHED SURFACE, PIT IS TO
BE WIDENED IN ACCORDANCE WITH SHEET 3
MIN
.
850
SETOUT POINT
(BACK OF KERB)
M
I
N
.
1
5
0
M
I
N
.
1
0
0
T
H
R
O
A
T
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 7.
DOUBLE WIDTH STEEL KERB
LINTEL TO SUIT KERB PROFILE
AVAILABLE FROM SUPPLIER:
- R&S GRATING
665
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
GALVANISED STEEL GRATED PIT LIDS
TO HAVE 450x900 CLEAR OPENING
WIDTHS ON FRAME ASSEMBLY TO SUIT.
DOUBLE GRATED PIT & FRAME
ASSEMBLY AVAILABLE AT SUPPLIER:
- R&S GRATING
FRAME ASSEMBLY TO
INCLUDE 100-UCs TO
SUPPORT PIT FRAME
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
DOUBLE GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
MCC-210
2 of 3
01
December 2020
230
50
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
IN
VE
RT
O
F K
ER
B
EXISTING SURFACE
150mm THICK 25 MPa
CONCRETE WALLS.
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
"W" - REFER TO PIT SIZE TABLE
EXISTING PIPE TO BE CUT
FLUSH WITH WALL OF PIT
MA
X.
850
SETOUT POINT
(BACK OF KERB)
M
I
N
.
1
0
0
T
H
R
O
A
T
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
230mm THICK 25 MPa
CONCRETE WALLS.
IF OBVERT OF PIPE IS
DEEPER THAN 850mm
BELOW FINISHED SURFACE,
PIT IS TO BE WIDENED IN
ACCORDANCE WITH
SHEET 2
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
FULL DEPTH
SECTION B-B
1:20 SCALE @ A4
SOLID LIGHTWEIGHT PIT LID SHOWN.
REFER TO NOTE 7.
DOUBLE WIDTH STEEL KERB
LINTEL TO SUIT KERB PROFILE
AVAILABLE FROM SUPPLIER:
- R&S GRATING
665
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
GALVANISED STEEL GRATED PIT LIDS
TO HAVE 450x900 CLEAR OPENING
WIDTHS ON FRAME ASSEMBLY TO SUIT.
DOUBLE GRATED PIT & FRAME
ASSEMBLY AVAILABLE AT SUPPLIER:
- R&S GRATING
FRAME ASSEMBLY TO
INCLUDE 100-UCs TO
SUPPORT PIT FRAME
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
DOUBLE GRATED SIDE ENTRY PIT -
DRAINAGE PIPE WITHIN NATURE
STRIP
MCC-210
3 of 3
01
December 2020
SETOUT POINT
(BACK OF KERB)
LIP OF KERB
LIP OF KERBLIP OF KERB
450 (B
2 K
ER
B)
500
450 (B
2 K
ER
B)
A A
PLAN VIEW
1:20 SCALE @ A4
B
INVERT OF KERB
BACK OF KERB
A A
LIP OF KERB
665
230
100 1000 GRATE
GALVANISED STEEL GRATED PIT LID TO
HAVE 450x900 CLEAR OPENING WIDTHS
ON FRAME ASSEMBLY TO SUIT.
REFER TO SHEET 2 NOTE 7.
150
500100
150
STANDARD PRECAST KERB LINTEL
TO SUIT KERB PROFILE
900 INTERNAL
150
900 INTERNAL
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO SHEET 2 NOTE 5.
SL72 MESH
REINFORCEMENT.
REFER TO SHEET 2 NOTE 4.
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
GALVANISED STEEL GRATED
PIT LID ON FRAME TO SUIT.
REFER TO SHEET 2 NOTE 7.
150
NOTES:
1. DIMENSIONS IN MILLIMETRES
UNLESS OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE
STORMWATER DRAINAGE PIPE IS
CONSTRUCTED BELOW KERB AND
CHANNEL, AND WHERE THERE IS
INADEQUATE SPACE IN NATURE
STRIP TO PROVIDE PIT ACCESS
POINT.
3. REFER TO SHEET 2 FOR ADDITIONAL
PIT CONSTRUCTION NOTES.
SPRING LINE
INVERT OF KERB
B
SECTION A-A
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
1:20 SCALE @ A4
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE UNDERNEATH KERB
MCC-211
1 of 2
01
December 2020
VA
RIE
S150
MIN. 950
SL72 MESH REINFORCEMENT.
REFER TO NOTE 4.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
230mm THICK 25 MPa
CONCRETE WALLS.
VARIES 230
50
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO NOTE 5.
STANDARD PRECAST CONCRETE
KERB LINTEL TO SUIT KERB PROFILE
MIN. 240 200
SUBSOIL DRAIN.
REFER TO MAROONDAH CITY
COUNCIL STANDARD DRAWING
MCC-103 FOR DETAILS.
25mm CHAMFERED EDGES
230
150
SECTION B-B
1:20 SCALE @ A4
EXISTING SURFACE
IN
VE
RT
O
F K
ER
B
STEP IRONS.
REFER TO NOTE 3.
SETOUT POINT
(BACK OF KERB)
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. GRATED PIT LID IS TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE
SAFE, IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019,
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
M
I
N
.
1
0
0
T
H
R
O
A
T
GALVANISED STEEL GRATED PIT LID
TO HAVE 450x900 CLEAR OPENING
WIDTH ON FRAME TO SUIT.
AVAILABLE AT SUPPLIERS:
- R&S GRATING
- SVC
- ARC
GRATED PIT LID TO BE INSERTED IN LINE WITH
INVERT OF KERB, ALLOWING MINIMUM 100mm
THROAT OPENING AS SHOWN
515
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
GRATED SIDE ENTRY PIT -
DRAINAGE PIPE UNDERNEATH KERB
MCC-211
2 of 2
01
December 2020
"D
"- R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
150
150
"L" - REFER TO PIT SIZE TABLE 150150
150mm THICK 25 MPa
CONCRETE WALLS.
REFER TO SHEET 2 NOTE 4.
150
"L" - REFER TO PIT SIZE TABLE
B
B
A A
SPRING LINE
EXISTING
SURFACE
PLAN VIEW
1:20 SCALE @ A4
MIN
.
200
TA
BLE
DR
AIN
(S
WA
LE
)
"W
" - R
EF
ER
T
O P
IT
S
IZ
E T
AB
LE
TABLE DRAIN (SWALE)
TABLE DRAIN (SWALE) TO BE GRADED
TO MATCH PIT INVERT LEVEL
200
200
VA
RIE
S
FORM INVERT IN PIT WALL & GRADE
TABLE DRAIN (SWALE) TO MATCH PIT
INVERT LEVEL
NOTES:
1. DIMENSIONS IN MILLIMETRES
UNLESS OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE
STORMWATER CHANNELED INTO A
TABLE DRAIN IS TO BE COLLECTED.
3. REFER TO SHEET 2 FOR ADDITIONAL
PIT CONSTRUCTION NOTES.
SOLID OR GRATED PIT LID TO BE
FITTED IN ACCORDANCE WITH
COUNCIL ENGINEER'S DIRECTION.
REFER TO SHEET 2 NOTES 7 & 8.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION A-A
1:20 SCALE @ A4
SL72 MESH
REINFORCEMENT.
REFER TO SHEET 2 NOTE 4.
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
DRAINAGE -
TABLE DRAIN INLET PIT
(V-NOTCH PIT)
MCC-212
1 of 2
00
October 2020
SL72 MESH
REINFORCEMENT.
REFER TO NOTE 4.
150
"W" - REFER TO PIT SIZE TABLE
EXISTING
SURFACE
MIN
.
200
VARIES200 200
PIPE SIZE (mm)
LESS THAN
450 DIA
GREATER THAN
450 DIA
INTERNAL DIMENSIONS OF PIT (mm)
<1000
<1000
>1000
>1000
900
900 (OR DIA + 150, IF DIA > 750)
STEP IRON PIT COVER SIZE
900
900
900
900
600
WLD
NO
YES
NO
YES
TO SUIT
DIA + 150
* REFER TO NOTES FOR ADDITIONAL PIT SPECIFICATIONS
MINIMUM INTERNAL PIT SIZE TABLE
TABLE DRAIN (SWALE)
SOLID OR GRATED PIT LID TO BE
FITTED IN ACCORDANCE WITH
COUNCIL ENGINEER'S DIRECTION.
REFER TO NOTE 7 & 8.
TABLE DRAIN (SWALE) TO BE
GRADED TO MATCH INVERT LEVEL
STEP IRONS.
REFER TO NOTE 3.
BASE OF PIT TO BE FOUNDED ON
FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
SECTION B-B
1:20 SCALE @ A4
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. NO INTERNAL DIMENSION OF JUNCTION PITS SHALL BE LESS THAN PIPE
DIAMETER PLUS 150mm.
3. WHERE PIT DEPTH EXCEEDS 1000mm, STEP IRONS ARE TO BE INSTALLED
IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-202.
4. WHERE PIT DEPTH EXCEEDS 1500mm, PIT WALLS ARE TO BE REINFORCED
WITH SL72 MESH CENTRALLY PLACED.
5. WHERE PIT DEPTH EXCEEDS 1800mm AND/OR PIPE DIAMETER EXCEEDS
450mm, PIT WALLS ARE TO BE 200mm THICK CONCRETE.
6. WHERE PIT DEPTH EXCEEDS 3600mm, PIT IS TO BE DESIGNED IN
ACCORDANCE WITH VICROADS STANDARD DRAWING SD 1011.
7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
8. GRATED PIT LID IS TO BE MINIMUM CLASS B & BICYCLE SAFE, IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-212
2 of 2
DRAINAGE -
TABLE DRAIN INLET PIT
(V-NOTCH PIT)
00
October 2020
CONSTRUCT 'V' GRATE & SPOON
DRAIN TO BE OUTSIDE OF EXISTING
FOOTPATH WIDTH
900900 150 900 150
600
150
150
300
300
NEW CONCRETE FOOTPATH TO MATCH WIDTH OF
EXISTING FOOTPATH.
REFER TO MAROONDAH CITY COUNCIL STANDARD
DRAWING MCC-401 FOR CONCRETE FOOTPATH DETAILS.
GRADE INVERT OF SPOON DRAIN
TOWARDS INVERT OF 'V' GRATE
DISCHARGE TO EXISTING COUNCIL
DRAINAGE VIA 150mm Ø SN8 PVC PIPE
AT A MINIMUM GRADE OF 1 in 100
R100
50
125
300
150 600 150
MIN
. 450
R150
REFER TO MAROONDAH CITY
COUNCIL STANDARD MCC-401 FOR
CONCRETE FOOTPATH DETAILS
125mm THICK 25MPa CONCRETE
50mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED ROCK
40
IN
V
E
R
T
O
F
S
P
O
O
N
D
R
A
IN
IN
V
E
R
T
O
F
S
P
O
O
N
D
R
A
IN
REFER TO MAROONDAH CITY
COUNCIL STANDARD MCC-401 FOR
CONCRETE FOOTPATH DETAILS
INVERT OF GALVANISED STEEL 'V' GRATE
TO MATCH INVERT OF SPOON DRAIN.
REFER TO NOTE 3 FOR GRATE
SPECIFICATION DETAILS
CONSTRUCT CONCRETE DRAINAGE PIT
WITH EDGE OF 'V' GRATE COVER
MATCHING EDGE OF FOOTPATH.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-201 FOR PIT
DETAILS
B
B
A
A
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. CONCRETE 'V' DRAINAGE PIT SURROUNDS & CONCRETE FOOTPATH TO
BE POURED AS ONE.
3. 'V' GRATED PIT LID IS TO BE MINIMUM CLASS B & BICYCLE SAFE IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
SECTION A-A
SPOON DRAIN
SCALE 1:20 @ A4
EXISTING
SURFACE
PLAN VIEW
SCALE 1:20 @ A4
IN
VE
RT
O
F S
PO
ON
D
RA
IN
IN
VE
RT
O
F 'V
' G
RA
TE
FOOTPATH
SECTION B-B
'V' GRATED DRAINAGE PIT
SCALE 1:20 @ A4
FOOTPATH
EXISTING
SURFACE
BASE OF PIT TO BE FOUNDED
ON FIRM NATURAL GROUND TO
COUNCIL SATISFACTION
WEAKENED PLANE JOINT (W.P.J.) -
5mm WIDE & 10-15mm DEEP.
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-213
1 of 1
FOOTPATH WITH CONCRETE SPOON
DRAIN & 'V' GRATED DRAINAGE PIT
00
October 2020
HOUSE DRAIN TO CONNECT TO EXISTING
COUNCIL DRAINAGE PIPE. REFER TO MAROONDAH
CITY COUNCIL STANDARD DRAWING MCC-302 FOR
PIPE TO PIPE CONNECTION DETAILS
MIN. 300
MIN. 300
FORM OPENING IN DRAINAGE PIT WALL & INSERT NEW HOUSE DRAIN
HOUSE DRAIN TO BE CUT FLUSH WITH DRAINAGE PIT WALL, AND
GROUTED SECURELY IN PLACE WITH CONCRETE COLLAR TO
COUNCIL ENGINEER'S SATISFACTION
300
EXISTING FOOTPATH TO BE REINSTATED AT
EXISTING LEVELS & LOCATION FOLLOWING LAYING
OF HOUSE DRAIN CONNECTION.
REFER TO MAROONDAH CITY COUNCIL STANDARD
DRAWING MCC-401 FOR FOOTPATH DETAILS
100mm Ø SEWER QUALITY uPVC PROPERTY
DRAINAGE CONNECTION (HOUSE DRAIN) AT
A MINIMUM GRADE OF 1 in 100
EXISTING FOOTPATH TO BE REINSTATED AT
EXISTING LEVELS & LOCATION FOLLOWING LAYING
OF HOUSE DRAIN CONNECTION.
REFER TO MAROONDAH CITY COUNCIL STANDARD
DRAWING MCC-401 FOR FOOTPATH DETAILS
100mm Ø SEWER QUALITY uPVC PROPERTY
DRAINAGE CONNECTION (HOUSE DRAIN) AT
A MINIMUM GRADE OF 1 in 100
REINSTATE 100mm DEPTH CLAY
LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
INSPECTION OPENING TO BE LOCATED
WITHIN PRIVATE PROPERTY.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-302 FOR
INSPECTION OPENING DETAILS
INSPECTION OPENING TO BE LOCATED
WITHIN PRIVATE PROPERTY.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-302 FOR
INSPECTION OPENING DETAILS
HOUSE DRAIN - PIPE CONNECTION
PR
OP
ER
TY
B
OU
ND
AR
Y
EX
IST
ING
SU
RF
AC
E
PR
OP
ER
TY
B
OU
ND
AR
Y
E
X
IS
T
IN
G
S
U
R
F
A
C
E
HOUSE DRAIN - PIT CONNECTION
SCALE 1:40 @ A4
SCALE 1:40 @ A4
MIN
.
REINSTATE 100mm DEPTH CLAY
LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PROPERTY DRAINAGE CONNECTIONS
- WITHIN ROAD RESERVE
MCC-301
1 of 2
00
October 2020
INSPECTION OPENING TO BE LOCATED
WITHIN PRIVATE PROPERTY.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-302 FOR
INSPECTION OPENING DETAILS
EXISTING FOOTPATH TO BE REINSTATED AT
EXISTING LEVELS & LOCATION FOLLOWING LAYING
OF HOUSE DRAIN CONNECTION.
REFER TO MAROONDAH CITY COUNCIL STANDARD
DRAWINGS MCC-401 FOR FOOTPATH DETAILS
CONNECT HOUSE DRAIN TO KERB VIA
FULL HEIGHT KERB ADAPTOR.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-304 FOR
FULL HEIGHT KERB ADAPTOR DETAILS
100mm Ø SEWER QUALITY uPVC PROPERTY
DRAINAGE CONNECTION (HOUSE DRAIN) AT
A MINIMUM GRADE OF 1 in 100
MIN. 300
PR
OP
ER
TY
B
OU
ND
AR
Y
EX
IST
ING
SU
RF
AC
E
HOUSE DRAIN - KERB CONNECTION
(FOOTPATH AT PROPERTY BOUNDARY)
SCALE 1:40 @ A4
INSPECTION OPENING TO BE LOCATED
WITHIN PRIVATE PROPERTY.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-302 FOR
INSPECTION OPENING DETAILS
EXISTING FOOTPATH TO BE REINSTATED IN
ACCORDANCE WITH MAROONDAH CITY COUNCIL
ENGINEERING DIRECTION FOLLOWING LAYING OF
HOUSE DRAIN CONNECTION
CONNECT HOUSE DRAIN TO KERB VIA
FULL HEIGHT KERB ADAPTOR.
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-304 FOR
FULL HEIGHT KERB ADAPTOR DETAILS
100mm Ø GALVANISED STEEL PROPERTY
DRAINAGE CONNECTION (HOUSE DRAIN) AT
A MINIMUM GRADE OF 1 in 100
MIN. 300
PR
OP
ER
TY
B
OU
ND
AR
Y
EX
IST
ING
SU
RF
AC
E
HOUSE DRAIN - KERB CONNECTION
(FOOTPATH AT BACK OF KERB)
SCALE 1:40 @ A4
REINSTATE 100mm DEPTH CLAY
LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
REINSTATE 100mm DEPTH CLAY
LOAM WITH KIKUYU / COUCH /
PERENNIAL VICTORIAN RYE GRASS
SEED MIX TO COUNCIL SATISFACTION
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PROPERTY DRAINAGE CONNECTIONS
- WITHIN ROAD RESERVE
MCC-301
2 of 2
00
October 2020
PR
OP
ER
TY
B
OU
ND
AR
Y
1/3 D
CONNECTION MUST BE INTO TOP
1
3
OF COUNCIL DRAINAGE PIPE
PROPERTY DRAINAGE CONNECTION
(HOUSE DRAIN)
CONNECTION TO PIPE VIA 'CONCONECT'
FITTING OR APPROVED EQUIVALENT TO
MANUFACTURER'S SPECIFICATIONS.
INSPECTION OPENING WITH SCREW ON CAP
& CONCRETE FLUSHOUT RISER COVER TO BE
LOCATED WITHIN PRIVATE PROPERTY
ROAD RESERVE PRIVATE PROPERTY
EXISTING COUNCIL DRAINAGE PIPE
'27-A TEE PIECE'
PLUMBING FITTING
PROPERTY DRAINAGE CONNECTION
(HOUSE DRAIN)
TEE PIECE INSPECTION OPENING
PIPE TO PIPE CONNECTION
EXISTING SURFACE
SCALE 1:10 @ A4
SCALE 1:10 @ A4
1. PROPERTY DRAINAGE PIPES AND FITTINGS SHALL BE EITHER 100Ø OR
150Ø SEWER QUALITY uPVC AT A MINIMUM GRADE OF 1 in 100.
2. FOR A DIRECT PIPE TO PIPE CONNECTION, THE PROPERTY DRAINAGE PIPE
IS TO BE LESS THAN OR EQUAL TO 1/3 THE DIAMETER OF THE COUNCIL
DRAINAGE PIPE, OTHERWISE A PIT CONNECTION WILL BE REQUIRED.
3. 'CONCONNECT' FITTING - AVAILABLE AT 'R&S GRATING' OR 'REECE'.
450
SCREW ON CAP
300
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PROPERTY DRAINAGE CONNECTION -
COUNCIL DRAINAGE PIPE IN ROAD
RESERVE
MCC-302
1 of 1
00
October 2020
CONNECTION TO PIPE VIA 'CONCONECT'
FITTING OR APPROVED EQUIVALENT TO
MANUFACTURER'S SPECIFICATIONS.
INSPECTION OPENING WITH SCREW ON CAP
& CONCRETE FLUSHOUT RISER COVER TO
BE LOCATED WITHIN EASEMENT
EXISTING COUNCIL DRAINAGE PIPE
'27-A TEE PIECE'
PLUMBING FITTING
PROPERTY DRAINAGE CONNECTION
(HOUSE DRAIN)
PIPE TO PIPE CONNECTION
EXISTING SURFACE
SCALE 1:10 @ A4
1. PROPERTY DRAINAGE PIPES AND FITTINGS SHALL BE EITHER 100Ø OR
150Ø SEWER QUALITY uPVC AT A MINIMUM GRADE OF 1 in 100.
2. FOR A DIRECT PIPE TO PIPE CONNECTION, THE PROPERTY DRAINAGE PIPE
IS TO BE LESS THAN OR EQUAL TO 1/3 THE DIAMETER OF THE COUNCIL
DRAINAGE PIPE, OTHERWISE A PIT CONNECTION WILL BE REQUIRED.
3. 'CONCONNECT' FITTING - AVAILABLE AT 'R&S GRATING' OR 'REECE'.
450
SCREW ON CAP
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PROPERTY DRAINAGE CONNECTION -
COUNCIL DRAINAGE PIPE IN
EASEMENT
MCC-303
1 of 1
00
October 2020
100Ø
600
150
300
600
INVERT OF KERB
TOP OF KERB
INSTALL FULL HEIGHT
KERB ADAPTOR FLUSH
WITH TOP OF KERB
SAW CUT EXISTING KERB TO THE MINIMUM
WIDTH REQUIRED TO INSERT & GROUT
FULL HEIGHT KERKB ADAPTOR
CUTOUT WIDTH
INSERT 100mm Ø SEWER QUALITY uPVC
PROPERTY DRAINAGE CONNECTION (HOUSE
DRAIN) INTO FULL HEIGHT KERB ADAPTOR
SECTION A-A
BARRIER KERB & CHANNEL
IN
VE
RT
O
F K
ER
B
SCALE 1:10 @ A4
SECTION A-A
SEMI-MOUNTABLE KERB & CHANNEL
IN
VE
RT
O
F K
ER
B
SCALE 1:10 @ A4
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. FULL HEIGHT KERB ADAPTOR TO BE uPVC OR RECYCLED RUBBER,
TO MATCH EXISTING KERB PROFILE & FITTED TO MANUFACTURER'S
SPECIFICATIONS.
3. FULL HEIGHT KERB ADAPTOR TO BE PROPRIETARY PRODUCT FROM
BELOW SUPPLIERS OR APPROVED EQUIVALENT
3.1. RECYCLED RUBBER - AVAILABLE AT 'R&S GRATING'
3.2. uPVC - C&E ENTERPRISES 'C4' - AVAILABLE AT 'REECE'
BARRIER KERB ADAPTORS
ISOMETRIC VIEW
NOT TO SCALE
SEMI-MOUNTABLE KERB ADAPTORS
ISOMETRIC VIEW
NOT TO SCALE
A
A
FRONT VIEW
SCALE 1:10 @ A4
100Ø
RUBBER uPVC RUBBER uPVC
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:FULL HEIGHT KERB ADAPTOR
MCC-304
1 of 1
00
October 2020
E.J. - 10mm WIDE.
REFER TO NOTES 2, 3 & 4 FOR
EXPANSION MATERIAL DETAILS
125
50
125mm THICK 25 MPa CONCRETE WITH MINIMUM
SL72 MESH CENTRALLY PLACED ON BAR CHAIRS.
REFER TO NOTE 6 FOR CONCRETE FINISH DETAILS
50mm COMPACTED DEPTH, 20mm CLASS 3
CRUSHED ROCK
W.P.J. - 5mm WIDE & 10-15mm DEEP.
REFER TO NOTE 5 FOR W.P.J. SPACINGS
FOUR (4) 450mm LONG R12 SMOOTH DOWEL BARS.
REFER TO NOTE 3 FOR INSTALLATION DETAILS
450
75 751500
REINSTATE 100mm DEPTH CLAY LOAM WITH
KIKUYU / COUCH / PERENNIAL VICTORIAN RYE
GRASS SEED MIX TO COUNCIL SATISFACTION
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. EXPANSION JOINTS (E.J.) TO BE 'CONNOLLY EXPANSION JOINT' OR
APPROVED EQUIVALENT TO MATCH FULL DEPTH OF CONCRETE.
3. EXPANSION JOINTS TO HAVE FOUR (4) 450mm LONG R12 SMOOTH
GALVANISED DOWEL BARS INSTALLED AT MAXIMUM 300mm CENTRES
COMMENCING 150mm FROM EDGE, ONE SIDE INSTALLED IN SLEEVES,
WITH 10mm THICK POLYETHYLENE EXPANSION FOAM IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. EXPANSION JOINTS (E.J.) AT MAXIMUM 18m CENTRES AND AT THE
START AND END OF NEWLY CONSTRUCTED FOOTPATH SECTIONS.
5. WEAKENED PLANE JOINTS (W.P.J.) IN CONCRETE FOOTPATH TO BE
INSTALLED AT 1.5m INTERVALS AND MADE WITH A 'T' IRON AT TIME OF
CONSTRUCTION.
6. CONCRETE FOOTPATH TO HAVE STIPPLE FINISH WITH NO
HIGHLIGHTS.
7. FOOTPATH PANELS ADJACENT VEHICLE CROSSINGS ARE TO BE
THICKENED IN ACCORDANCE WITH THE APPROPRIATE VEHICLE
CROSSING STANDARD DRAWING. REFER TO 'VEHICLE CROSSINGS'
SERIES OF MAROONDAH CITY COUNCIL STANDARD DRAWINGS.
8. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE
IN ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS .
9. FORM WORK TIMBER TO BE A MINIMUM OF 90mm DEEP.
10. FOOTPATH TO HAVE A MAXIMUM CROSSFALL GRADE OF 1 in 40 (2.5%).
11. FOOTPATHS CONSTRUCTED TO FALL TOWARDS PRIVATE PROPERTY
('REVERSE FALL') TO INCLUDE SPOON DRAIN IN ACCORDANCE WITH
MAROONDAH CITY COUNCIL STANDARD DRAWING MCC- 213, UNLESS
OTHERWISE DIRECTED BY COUNCIL.
CONCRETE FOOTPATH
SCALE 1:10 @ A4
1 in 40 (2.5%)
Maximum Crossfall
CONCRETE FOOTPATH JOINT DETAILS
SCALE 1:10 @ A4
EXISTING
SURFACE
PR
OP
ER
TY
B
OU
ND
AR
Y
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-401
1 of 1
FOOTPATH PAVEMENT DETAILS -
CONCRETE
00
October 2020
30
100
150075 75
30mm COMPACTED DEPTH OF SIZE 7mm,
TYPE L ASPHALT
100mm COMPACTED DEPTH, 20mm
CLASS 3 CRUSHED ROCK
REINSTATE 100mm DEPTH CLAY LOAM WITH
KIKUYU / COUCH / PERENNIAL VICTORIAN RYE
GRASS SEED MIX TO COUNCIL SATISFACTION
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. ASPHALT FOOTPATH IS TO BE USED ON A SITE SPECIFIC BASIS
SUBJECT TO COUNCIL APPROVAL.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE
IN ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
4. FOOTPATH TO HAVE A MAXIMUM CROSSFALL GRADE OF 1 in 40 (2.5%).
ASPHALT FOOTPATH
SCALE 1:10 @ A4
PR
OP
ER
TY
B
OU
ND
AR
Y
EXISTING
SURFACE
1 in 40 (2.5%)
Maximum Crossfall
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
MCC-402
1 of 1
FOOTPATH PAVEMENT DETAILS -
ASPHALT
00
October 2020
REFER TO NOTE 11 FOR WIDTH OF PATH DETAILS
150
150
150mm COMPACTED DEPTH, 3%
CEMENT TREATED CRUSHED ROCK
75 75
W.P.J. - 5mm WIDE & 10-15mm DEEP.
REFER TO NOTE 5 FOR W.P.J. SPACINGS
450
150mm THICK 32 MPa CONCRETE WITH MINIMUM
SL82 MESH CENTRALLY PLACED ON BAR CHAIRS.
REFER TO NOTE 7 FOR CONCRETE FINISH DETAILS
REINSTATE 100mm DEPTH CLAY LOAM WITH
KIKUYU / COUCH / PERENNIAL VICTORIAN RYE
GRASS SEED MIX TO COUNCIL SATISFACTION
CONCRETE SHARED USER PATH
SCALE 1:10 @ A4
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. EXPANSION JOINTS (E.J.) TO BE 'CONNOLLY EXPANSION JOINT' OR
APPROVED EQUIVALENT TO MATCH FULL DEPTH OF CONCRETE.
3. EXPANSION JOINTS TO HAVE FOUR (4) 450mm LONG R12 SMOOTH
GALVANISED DOWEL BARS INSTALLED AT MAXIMUM 300mm CENTRES
COMMENCING 150mm FROM EDGE, ONE SIDE INSTALLED IN SLEEVES,
WITH 10mm THICK POLYETHYLENE EXPANSION FOAM IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4. EXPANSION JOINTS (E.J.) AT MAXIMUM 18m CENTRES AND AT THE
START AND END OF NEWLY CONSTRUCTED FOOTPATH SECTIONS.
5. WEAKENED PLANE JOINTS (W.P.J.) IN CONCRETE FOOTPATH TO BE
INSTALLED AT 2.5m INTERVALS AND MADE WITH A SAW CUT AFTER
CONCRETE HAS BEEN POURED.
6. CONCRETE COLOUR TO TO BE 4% CHARCOAL.
7. CONCRETE SHARED USER PATH TO HAVE STIPPLE FINISH WITH NO
HIGHLIGHTS.
8. SHARED USER PATH PANELS ADJACENT VEHICLE CROSSINGS ARE TO
BE THICKENED IN ACCORDANCE WITH THE APPROPRIATE VEHICLE
CROSSING STANDARD DRAWING. REFER TO 'VEHICLE CROSSINGS'
SERIES OF MAROONDAH CITY COUNCIL STANDARD DRAWINGS.
9. CLASS 3 CEMENT TREATED CRUSHED ROCK MAY CONTAIN 100%
CRUSHED CONCRETE IN ACCORDANCE WITH VICROADS TECHNICAL
NOTE TN 107 - USE OF RECYCLED MATERIALS IN ROAD PAVEMENTS .
10. FORM WORK TIMBER TO BE A MINIMUM OF 140mm DEEP.
11. WIDTH OF SHARED USER PATH (2.5m TO 3.0m) TO BE DIRECTED BY
COUNCIL.
12. SHARED USER PATH TO HAVE A MINIMUM CROSSFALL GRADE OF
1 in 50 (2%) AND A MAXIMUM CROSSFALL GRADE OF 1 in 40 (2.5%).
CONCRETE SHARED USER PATH JOINT DETAILS
SCALE 1:10 @ A4
EXISTING
SURFACE
PR
OP
ER
TY
B
OU
ND
AR
Y
1 in 50 (2%) Minimum Crossfall -
1 in 40 (2.5%) Maximum Crossfall
FOUR (4) 450mm LONG R12 SMOOTH DOWEL BARS.
REFER TO NOTE 3 FOR INSTALLATION DETAILS
E.J. - 10mm WIDE.
REFER TO NOTES 2, 3 & 4 FOR
EXPANSION MATERIAL DETAILS
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet: 1 of 1
MCC-403
SHARED USER PATH
PAVEMENT DETAILS - CONCRETE
00
October 2020
REFER TO NOTE 3 FOR WIDTH OF PATH DETAILS
30
150
75 75
30
REFER TO NOTE 3 FOR WIDTH OF PATH DETAILS
30
150
75 75
30
EXISTING PAVEMENT
100mm COMPACTED DEPTH, 20mm
CLASS 3 CRUSHED ROCK
30mm COMPACTED DEPTH OF
SIZE 10mm, TYPE L ASPHALT
BASE COURSE
REINSTATE 100mm DEPTH CLAY LOAM WITH
KIKUYU / COUCH / PERENNIAL VICTORIAN RYE
GRASS SEED MIX TO COUNCIL SATISFACTION
30mm COMPACTED DEPTH OF
SIZE 10mm, TYPE L ASPHALT
WEARING COURSE
150mm COMPACTED DEPTH, 20mm
CLASS 3 CRUSHED ROCK
30mm COMPACTED DEPTH OF
SIZE 10mm, TYPE L ASPHALT
REGULATION COURSE
30mm COMPACTED DEPTH OF
SIZE 7mm, TYPE L ASPHALT
WEARING COURSE
NEW ASPHALT SHARED USER PATH
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED
CONCRETE IN ACCORDANCE WITH VICROADS TECHNICAL NOTE
TN 107 - USE OF RECYCLED MATERIALS IN ROAD PAVEMENTS.
3. WIDTH OF SHARED USER PATH (2.5m TO 3.0m) TO BE DIRECTED
BY COUNCIL.
4. SHARED USER PATH TO HAVE A MINIMUM CROSSFALL GRADE OF
1 in 50 (2%) AND A MAXIMUM CROSSFALL GRADE OF 1 in 40 (2.5%).
ASPHALT SHARED USER PATH WIDENING
SCALE 1:10 @ A4
SCALE 1:10 @ A4
EXISTING
SURFACE
EXISTING
SURFACE
CR
OW
N O
F P
AT
HC
RO
WN
O
F P
AT
H
1 in 50 (2%) Minimum Crossfall -
1 in 40 (2.5%) Maximum Crossfall
1 in 50 (2%) Minimum Crossfall -
1 in 40 (2.5%) Maximum Crossfall
REINSTATE 100mm DEPTH CLAY LOAM WITH
KIKUYU / COUCH / PERENNIAL VICTORIAN RYE
GRASS SEED MIX TO COUNCIL SATISFACTION
1 in 50 (2%) Minimum Crossfall -
1 in 40 (2.5%) Maximum Crossfall
1 in 50 (2%) Minimum Crossfall -
1 in 40 (2.5%) Maximum Crossfall
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
SHARED USER PATH
PAVEMENT DETAILS - ASPHALT
MCC-404
1 of 1
00
October 2020
INVERT OF KERB
BACK OF KERB
LIP OF KERB
600
1500
600
600 1500 600
300
300
KE
RB
R
AM
P
1200 - 1500
REFER TO NOTE 3 FOR
KERB RAMP DETAILS
EXISTING ASPHALT
EXISTING KERB & CHANNEL
EXISTING FOOTPATH
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-407 FOR
WARNING TACTILE GROUND SURFACE
INDICATORS (TGSIs) INSTALLATION DETAILS
PEDESTRIAN CROSSING
PERPENDICULAR TO KERB
1:100 SCALE @ A4
PEDESTRIAN CROSSING
ANGLED TO KERB
1:100 SCALE @ A4
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. LOCATION & ALIGNMENT OF PEDESTRIAN CROSSING TO BE
CONFIRMED WITH COUNCIL'S ENGINEERS PRIOR TO CONSTRUCTION.
3. KERB RAMP LENGTH TO BE MEASURED FROM THE INVERT OF KERB
THROUGH THE CENTRE OF THE PEDESTRIAN CROSSING.
4. REFER TO MAROONDAH CITY COUNCIL STANDARD DRAWING
MCC-406 FOR PEDESTRIAN CROSSING CONSTRUCTION DETAILS.
5. TACTILE GROUND SURFACE INDICATORS (TGSIs) ARE TO BE
INSTALLED ON A SITE SPECIFIC BASIS SUBJECT TO COUNCIL
APPROVAL. REFER TO MAROONDAH CITY COUNCIL STANDARD
DRAWING MCC-407 FOR INSTALLATION DETAILS.
KERB RAMP
1200 - 1500
PROPERTY BOUNDARY
PR
OP
ER
TY
BO
UN
DA
RY
KERB TRANSITION
OVER 600mm
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-407 FOR
WARNING TACTILE GROUND SURFACE
INDICATORS (TGSIs) INSTALLATION DETAILS
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PEDESTRIAN CROSSING -
LOCATIONS
MCC-405
1 of 1
00
October 2020
600
1500
600
KERB RAMP
1200 - 1500
KERB RAMP
1200 - 1500
EXISTING KERB & CHANNEL EXISTING FOOTPATH
EXISTING KERB PROFILE
ADJACENT PEDESTRIAN CROSSING
125mm THICK 25 MPa CONCRETE WITH SL72 MESH
CENTRALLY PLACED ON BAR CHAIRS.
REFER TO NOTE 2 FOR CONCRETE FINISH DETAILS
SHARP TRANSITION (NO BULLNOSE)
50
125
50mm COMPACTED DEPTH, 20mm
CLASS 3 CRUSHED ROCK
THICKEN CONCRETE PEDESTRIAN CROSSING
TO MATCH EXISTING CONCRETE KERB DEPTH
IN
VE
RT
O
F K
ER
B
BA
CK
O
F K
ER
B
EXISTING ASPHALT
FOUR (4) N12 DEFORMED
DOWEL BARS.
REFER TO NOTE 4 FOR
INSTALLATION DETAILS
FOUR (4) N12 DEFORMED DOWEL BARS.
REFER TO NOTE 3 FOR INSTALLATION
DETAILS
TWO (2) N12 DEFORMED DOWEL BARS.
REFER TO NOTE 4 FOR INSTALLATION
DETAILS
WARNING TACTILE GROUND
SURFACE INDICATORS (TGSIs).
REFER TO NOTE 6 FOR
INSTALLATION DETAILS.
TWO (2) N12 DEFORMED DOWEL BARS.
REFER TO NOTE 4 FOR INSTALLATION
DETAILS
DIRECTIONAL TACTILE GROUND
SURFACE INDICATORS (TGSIs).
REFER TO NOTE 6 FOR
INSTALLATION DETAILS
REINSTATE 100mm DEPTH CLAY LOAM WITH
KIKUYU / COUCH / PERENNIAL VICTORIAN RYE
GRASS SEED MIX TO COUNCIL SATISFACTION
LIP
O
F K
ER
B
BACK OF KERB LEVEL
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. CONCRETE PEDESTRIAN CROSSING TO HAVE STIPPLE FINISH WITH NO
HIGHLIGHTS.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN
ACCORDANCE WITH VICROADS TECHNICAL NOTE TN 107 - USE OF RECYCLED
MATERIALS IN ROAD PAVEMENTS.
4. AT ALL EXISTING CONCRETE TO NEW CONCRETE INTERFACES, 450mm LONG
N12 DEFORMED DOWEL BARS ARE TO BE INSTALLED AT MAXIMUM 300mm
CENTRES COMMENCING A MINIMUM OF 150mm FROM EDGE OF CONCRETE.
5. FORM WORK TIMBER TO BE A MINIMUM OF 90mm DEEP.
6. TACTILE GROUND SURFACE INDICATORS (TGSIs) ARE TO BE INSTALLED ON A
SITE SPECIFIC BASIS SUBJECT TO COUNCIL APPROVAL. REFER TO
MAROONDAH CITY COUNCIL STANDARD MCC-407 FOR INSTALLATION DETAILS.
A
A
SECTION A-A
IN
VE
RT
O
F K
ER
B
PLAN VIEW
1:50 SCALE @ A4
1:50 SCALE @ A4
1 in
10 (10%
) - 1 in
8 (12.5%
)
M
axim
um
C
rossfall
TWO (2) N12 DEFORMED DOWEL BARS.
REFER TO NOTE 4 FOR INSTALLATION
DETAILS
PR
OP
ER
TY
B
OU
ND
AR
Y
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PEDESTRIAN CROSSING -
LAYOUT DETAILS
MCC-406
1 of 1
00
October 2020
600
1500
600
KERB RAMP
1200 - 1500
EXISTING KERB & CHANNEL EXISTING FOOTPATH
600300
150
150
1200
EXISTING ASPHALT
WARNING TGSIs
DIRECTIONAL TGSIs
REFER TO MAROONDAH CITY COUNCIL STANDARD
DRAWINGS MCC-405 & MCC-406 FOR PEDESTRIAN
CROSSING LAYOUT & CONSTRUCTION DETAILS
600
IN
VE
RT
O
F K
ER
B
LIP
O
F K
ER
B
BA
CK
O
F K
ER
B
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. INSTALLATION & LAYOUT OF TACTILE GROUND SURFACE INDICATORS (TGSIs)
IS TO BE IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 1428.4.1 AND TO
THE SATISFACTION OF COUNCIL'S ENGINEERS.
3. PLAN VIEW SHOWS LAYOUT OF TGSIs FOR THE FOLLOWING SITE CONDITIONS:
- RIGHT ANGLE MID-BLOCK CROSSING
- KERB RAMP CROSSFALL OF 1 in 8 (12.5%)
- TOP OF KERB RAMP IS >3m FROM THE BUILDING LINE
REFER TO AUSTRALIAN STANDARDS AS 1428.4.1 FOR TGSI LAYOUTS WITH
DIFFERENT SITE CONDITIONS.
4. TGSI PRODUCT & MANUFACTURER TO BE APPROVED BY COUNCIL'S
ENGINEERS PRIOR TO INSTALLATION.
5. TGSIs TO BE YELLOW UNLESS OTHERWISE INDICATED.
PLAN VIEW
1:50 SCALE @ A4
PR
OP
ER
TY
B
OU
ND
AR
Y
DIRECTIONAL TGSIs
150
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
PEDESTRIAN CROSSING -
TACTILE GROUND SURFACE
INDICATORS
MCC-407
1 of 1
00
October 2020
1500
5200
IN
VE
RT
O
F K
ER
B
BA
CK
O
F K
ER
B
LIP
O
F K
ER
B
S
P
L
A
Y
,
W
H
E
R
E
'L
'
≤
2
5
0
0
S
P
L
A
Y
,
W
H
E
R
E
'
L
'
>
2
5
0
0
1100
SP
LA
Y W
ID
TH
W.P
.J.
2600
700
KE
RB
T
RA
NS
IT
IO
N
S
P
L
A
Y
,
W
H
E
R
E
'
L
'
>
2
5
0
0
E.J.
S
P
L
A
Y
,
W
H
E
R
E
'L
'
≤
2
5
0
0
W.P.J.
SL72 MESH
REINFORCEMENT ON
BAR CHAIRS
CENTRALLY LOCATED
W.P.J. - 5mm WIDE &
10-15mm DEEP.
REFER TO NOTE 9 FOR
W.P.J. DETAILS
1500
1500 OR 'L'
(WHERE 'L' ≤ 2500)
'L' - REFER TO NOTE 10
VARIES
(1000 MIN.)
W.P
.J.
700
KE
RB
T
RA
NS
IT
IO
N
W.P
.J.
1100
SP
LA
Y W
ID
TH
E.J.
W.P.J.
W.P.J.
PLAN VIEW
1:75 SCALE @ A4
A
W.P
.J.
MIN
. 3000
MA
X. 4000
PR
OP
ER
TY
B
OU
ND
AR
Y
WHERE INTERNAL DRIVEWAY IS
CONSTRUCTED, PROVIDE
150mm DEEP, 10mm THICK
POLYETHYLENE EXPANSION
FOAM AT DRIVEWAY INTERFACE
TWO (2) N12
DEFORMED
DOWEL BARS
W.P.J.
W.P.J.
E.J. - 10mm WIDE WITH FOUR (4) 450mm LONG R12
SMOOTH DOWEL BARS.
REFER TO NOTES 7 & 8 FOR INSTALLATION DETAILS
1500 300 VARIES 600-750 600
RIDGE LEVEL TO BE AT HEIGHT OF
BACK OF KERB SUBJECT TO VEHICLE
CLEARANCE ASSESSMENT
30mm BULLNOSE
FOOTPATH SPOON DRAIN.
REFER TO MAROONDAH
CITY COUNCIL STANDARD
DRAWING MCC-213
150
50
SECTION A-A
1:50 SCALE @ A4
SECTION A-A - REVERSE FALL
1:50 SCALE @ A4
RIDGE LINE
G
R
A
D
E
V
A
R
IE
SR
E
F
E
R
T
O
N
O
T
E
16
GR
AD
E V
AR
IES
RE
FE
R T
O N
OT
E 1
6
1 in 40 (2.5%)
Maximum Crossfall
1500 VARIES 600
1 in 40 (2.5%)
Maximum Crossfall
30mm BULLNOSE
150
50
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. CONCRETE SPECIFICATION: MINIMUM 150mm THICK,
25MPa CONCRETE WITH SL72 CENTRALLY LOCATED
ON 50mm COMPACTED THICKNESS, 20mm CLASS 3
CRUSHED ROCK.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100%
CRUSHED CONCRETE IN ACCORDANCE WITH
VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
4. NO PATTERN-PAVE FINISH, EXPOSED AGGREGATE OR
COLOURED CONCRETE.
5. CROSSING TO HAVE STIPPLE FINISH WITH NO
HIGHLIGHTS.
6. FOOTPATH PANELS IMMEDIATELY ADJACENT TO
CROSSING TO BE CONSTRUCTED TO ABOVE
CONCRETE SPECIFICATION.
7. EXPANSION JOINTS (E.J.) TO BE 'CONNOLLY
EXPANSION JOINT' OR APPROVED EQUIVALENT TO
MATCH FULL DEPTH OF CONCRETE.
8. EXPANSION JOINTS TO HAVE FOUR (4) 450mm LONG
R12 SMOOTH GALVANISED DOWEL BARS INSTALLED
AT MAXIMUM 300mm CENTRES COMMENCING 150mm
FROM EDGE, ONE SIDE INSTALLED IN SLEEVES, WITH
10mm THICK POLYETHYLENE EXPANSION FOAM IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
9. WEAKENED PLANE JOINTS (W.P.J) SHALL BE LOCATED
AS SHOWN ON PLAN AND MADE WITH A 'T' IRON AT
TIME OF CONSTRUCTION.
10. IF DISTANCE BETWEEN BACK OF KERB & FOOTPATH,
'L', IS LESS THAN 2500mm, CONTINUE SPLAY FROM
KERB TO FOOTPATH, OTHERWISE, CONSTRUCT
1500mm LENGTH SPLAY.
11. SAW CUTTING TO BE USED ON ALL CONCRETE TO
CONCRETE AND CONCRETE TO ASPHALT INTERFACES
WHERE EXISTING CONCRETE IS TO BE REMOVED.
12. FORMWORK TIMBER TO BE MINIMUM 140mm.
13. IF THE EXISTING KERB IS TO BE RETAINED (AT
COUNCIL'S DISCRETION), N12 DEFORMED BARS
450mm LONG AT 600mm CENTRES ARE TO BE PLACED
CENTRALLY PERPENDICULAR TO BACK OF KERB.
14. IF ASPHALT ROAD IS DAMAGED DURING
CONSTRUCTION, A MINIMUM 300mm WIDE, 30mm DEEP
ROAD REPAIR MUST BE UNDERTAKEN USING 10mm
TYPE H HOT MIX ASPHALT TO COUNCIL'S
SATISFACTION.
15. ALL JOINTS BETWEEN OLD & NEW ASPHALT
SURFACES TO BE SEALED WITH AN ASPHALT CRACK &
JOINT SEALANT APPROVED BY MAROONDAH CITY
COUNCIL.
16. THE PROPERTY OWNER IS REQUIRED TO ENSURE
VEHICLES DO NOT SCRAPE. IF REQUIRED, A VEHICLE
CLEARANCE ASSESSMENT FOR A 'B85' VEHICLE
SHOULD BE UNDERTAKEN IN ACCORDANCE WITH
AUSTRALIAN STANDARDS AS/NZS 2890.1:2004 .
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
VEHICLE CROSSING -
STANDARD
MCC-501
1 of 1
00
October 2020
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. CONCRETE SPECIFICATION: MINIMUM 200mm THICK,
32MPa CONCRETE WITH SL82 CENTRALLY LOCATED
ON 75mm COMPACTED THICKNESS, 20mm CLASS 3
CRUSHED ROCK.
3. CLASS 3 CRUSHED ROCK MAY CONTAIN 100%
CRUSHED CONCRETE IN ACCORDANCE WITH
VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
4. NO PATTERN-PAVE FINISH, EXPOSED AGGREGATE OR
COLOURED CONCRETE.
5. CROSSING TO HAVE STIPPLE FINISH WITH NO
HIGHLIGHTS.
6. FOOTPATH PANELS IMMEDIATELY ADJACENT TO
CROSSING TO BE CONSTRUCTED TO ABOVE
CONCRETE SPECIFICATION.
7. EXPANSION JOINTS (E.J.) TO BE 'CONNOLLY
EXPANSION JOINT' OR APPROVED EQUIVALENT TO
MATCH FULL DEPTH OF CONCRETE.
8. EXPANSION JOINTS TO HAVE FOUR (4) 450mm LONG
R12 SMOOTH GALVANISED DOWEL BARS INSTALLED
AT MAXIMUM 300mm CENTRES COMMENCING 150mm
FROM EDGE, ONE SIDE INSTALLED IN SLEEVES, WITH
10mm THICK POLYETHYLENE EXPANSION FOAM IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
9. WEAKENED PLANE JOINTS (W.P.J) SHALL BE LOCATED
AS SHOWN ON PLAN AND MADE WITH A 'T' IRON AT
TIME OF CONSTRUCTION.
10. IF DISTANCE BETWEEN BACK OF KERB & FOOTPATH,
'L', IS LESS THAN 2500mm, CONTINUE SPLAY FROM
KERB TO FOOTPATH, OTHERWISE, CONSTRUCT
1500mm LENGTH SPLAY.
11. SAW CUTTING TO BE USED ON ALL CONCRETE TO
CONCRETE AND CONCRETE TO ASPHALT INTERFACES
WHERE EXISTING CONCRETE IS TO BE REMOVED.
12. FORMWORK TIMBER TO BE MINIMUM 140mm.
13. IF THE EXISTING KERB IS TO BE RETAINED (AT
COUNCIL'S DISCRETION), N12 DEFORMED BARS
450mm LONG AT 600mm CENTRES ARE TO BE PLACED
CENTRALLY PERPENDICULAR TO BACK OF KERB.
14. IF ASPHALT ROAD IS DAMAGED DURING
CONSTRUCTION, A MINIMUM 300mm WIDE, 30mm DEEP
ROAD REPAIR MUST BE UNDERTAKEN USING 10mm
TYPE H HOT MIX ASPHALT TO COUNCIL'S
SATISFACTION.
15. ALL JOINTS BETWEEN OLD & NEW ASPHALT
SURFACES TO BE SEALED WITH AN ASPHALT CRACK &
JOINT SEALANT APPROVED BY MAROONDAH CITY
COUNCIL.
16. THE PROPERTY OWNER IS REQUIRED TO ENSURE
VEHICLES DO NOT SCRAPE. IF REQUIRED, A VEHICLE
CLEARANCE ASSESSMENT FOR A 'B85' VEHICLE
SHOULD BE UNDERTAKEN IN ACCORDANCE WITH
AUSTRALIAN STANDARDS AS/NZS 2890.1:2004 .
1500
5200
IN
VE
RT
O
F K
ER
B
BA
CK
O
F K
ER
B
TWO (2) N12
DEFORMED
DOWEL BARS
LIP
O
F K
ER
B
S
P
L
A
Y
,
W
H
E
R
E
'L
'
≤
2
5
0
0
S
P
L
A
Y
,
W
H
E
R
E
'
L
'
>
2
5
0
0
1100
SP
LA
Y W
ID
TH
W.P
.J.
700
KE
RB
T
RA
NS
IT
IO
N
2600
S
P
L
A
Y
,
W
H
E
R
E
'
L
'
>
2
5
0
0
E.J.
S
P
L
A
Y
,
W
H
E
R
E
'L
'
≤
2
5
0
0
E.J. - 10mm WIDE WITH FOUR (4) 450mm LONG R12
SMOOTH DOWEL BARS.
REFER TO NOTES 7 & 8 FOR INSTALLATION DETAILS
W.P.J.
SL82 MESH
REINFORCEMENT ON
BAR CHAIRS
CENTRALLY LOCATED
W.P.J. - 5mm WIDE &
10-15mm DEEP.
REFER TO NOTE 9 FOR
W.P.J. DETAILS
1500
1500 OR 'L'
(WHERE 'L' ≤ 2500)
VARIES
(1000 MIN.)
'L' - REFER TO NOTE 10
700
KE
RB
T
RA
NS
IT
IO
N
1100
SP
LA
Y W
ID
TH
W.P
.J.
W.P
.J.
W.P.J.
W.P.J.
E.J.
1500 300 VARIES 600-750 600
RIDGE LEVEL TO BE AT HEIGHT OF
BACK OF KERB SUBJECT TO VEHICLE
CLEARANCE ASSESSMENT
30mm BULLNOSE
FOOTPATH SPOON DRAIN.
REFER TO MAROONDAH
CITY COUNCIL STANDARD
DRAWING MCC-213
200
75
PLAN VIEW
1:75 SCALE @ A4
A
SECTION A-A
1:50 SCALE @ A4
SECTION A-A - REVERSE FALL
1:50 SCALE @ A4
RIDGE LINE
G
R
A
D
E
V
A
R
IE
SR
E
F
E
R
T
O
N
O
T
E
16
GR
AD
E V
AR
IES
RE
FE
R T
O N
OT
E 1
6
MIN
. 3000
MA
X. 4000
W.P
.J.
PR
OP
ER
TY
B
OU
ND
AR
Y
W.P.J.
W.P.J.
WHERE INTERNAL DRIVEWAY IS
CONSTRUCTED, PROVIDE
150mm DEEP, 10mm THICK
POLYETHYLENE EXPANSION
FOAM AT DRIVEWAY INTERFACE
1 in 40 (2.5%)
Maximum Crossfall
1500 VARIES 600
1 in 40 (2.5%)
Maximum Crossfall
30mm BULLNOSE
200
75
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
VEHICLE CROSSING -
INDUSTRIAL & HEAVY USE
MCC-502
1 of 1
00
October 2020
MIN
. 3000
MA
X. 4000
ED
GE
O
F S
EA
L
DRIVEABLE ENDWALLS IN
ACCORDANCE WITH VICROADS
STANDARD DRAWING SD 1991
GUIDE POSTS 900mm HIGH RED &
WHITE DELINEATORS TO BE FIXED
REFER TO NOTE 8 FOR PIPE CULVERT DETAILS
CHANNEL TO BE GRADED BACK
TO TABLE DRAIN OVER
SUFFICIENT LENGTH TO
ENSURE UNOBSTRUCTED FLOW
ED
GE
O
F S
HO
ULD
ER
30mm COMPACTED DEPTH OF SIZE 10mm,
TYPE N ASPHALT WEARING COURSE
30mm COMPACTED DEPTH OF SIZE 10mm,
TYPE N ASPHALT BASE COURSE
100mm COMPACTED DEPTH, 20mm
CLASS 3 CRUSHED ROCK
TA
BLE
D
RA
IN
CHANNEL
DIVERSION SHOULDER
EXISTING
TABLE DRAIN
ROAD
PAVEMENT
STANDARD
CONCRETE DETAIL
ASPHALT DETAIL
PLAN VIEW
1:75 SCALE @ A4
1:75 SCALE @ A4
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS
OTHERWISE INDICATED.
2. STANDARD TO BE USED WHERE TABLE DRAINS
ARE PRESENT ON A PARTIALLY CONSTRUCTED
OR UNCONSTRUCTED ROAD.
3. RESIDENTIAL VEHICLE CROSSING MAY BE
CONSTRUCTED WITH ASPHALT OR CONCRETE.
REFER TO PAVEMENT MAKEUP INSET.
4. CLASS 3 CRUSHED ROCK MAY CONTAIN 100%
CRUSHED CONCRETE IN ACCORDANCE WITH
VICROADS TECHNICAL NOTE TN 107 - USE OF
RECYCLED MATERIALS IN ROAD PAVEMENTS.
5. FOR INDUSTRIAL OR HEAVY USE, VEHICLE
CROSSING IS TO BE CONSTRUCTED IN
CONCRETE ONLY TO INDUSTRIAL & HEAVY USE
CONCRETE DETAIL IN PAVEMENT MAKEUP INSET.
6. VEHICLE CROSSING MUST BE SEALED FROM THE
PROPERTY LINE UP TO THE EDGE OF THE ROAD
PAVEMENT.
7. WINGED ENDWALLS OR OTHER SUITABLE
PRODUCTS MAY BE ALLOWED IF SPACE IS
LIMITED. COUNCIL APPROVAL MUST BE OBTAINED
IN WRITING.
8. 375mm Ø SN8 uPVC PIPE TO BE LAID ON MINIMUM
50mm CLASS 2 CRUSHED ROCK BEDDING. IF
375mm Ø CANNOT BE ACHIEVED, 300mm Ø PIPE
TO BE USED.
9. THE PROPERTY OWNER IS REQUIRED TO ENSURE
VEHICLES DO NOT SCRAPE. IF REQUIRED, A
VEHICLE CLEARANCE ASSESSMENT FOR A 'B85'
VEHICLE SHOULD BE UNDERTAKEN IN
ACCORDANCE WITH AUSTRALIAN STANDARDS
AS/NZS 2890.1:2004 .
INDUSTRIAL & HEAVY USE
CONCRETE DETAIL
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-502
PAVEMENT MAKEUP
NOT TO SCALE
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-501
45°
45°
A
SECTION A-A
PR
OP
ER
TY
B
OU
ND
AR
Y
MIN
.
500
MIN
.
500
G
RA
DE
VA
RIE
S
RE
FE
R T
O
NO
TE
9
PR
OP
ER
TY
B
OU
ND
AR
Y
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
VEHICLE CROSSING -
RURAL WITH CULVERT
MCC-503
1 of 1
00
October 2020
TYPE "A" = 1200
TYPE "B" = 1400
TYPE "A" = 1200
TYPE "B" = 1400
STANDARD = MIN. 6000
BUS ROUTE = 8000
600600 EXISTING ASPHALT ROAD WIDTH - VARIES
ASPHALT APPROACH RAMP
TYPE "A" = 1200
ASPHALT APPROACH RAMP
TYPE "B" = 1400 6000-8000
EXISTING SURFACE
EXISTING PAVEMENT
PROPOSED SURFACE
EXISTING SURFACE
EXISTING PAVEMENT
PROPOSED SURFACE
EXISTING KERB & CHANNEL
EXISTING KERB & CHANNEL
RED GUM HERRINGBONE
PATTERNED ASPHALT
REFER TO SHEET 2 FOR 'PIANO KEY' LINE
MARKING & PAVEMENT REFLECTOR DETAILS
RED GUM HERRINGBONE
PATTERNED ASPHALT
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-603 FOR SIGN
INSTALLATION DETAILS
GRANITE COLOURED
ASPHALT BORDER
100mm COMPACTED DEPTH OF
SIZE 10mm, TYPE N/H ASPHALT
1000 1000
1000 1000
30mm DEEP x 1000mm WIDE CHASE.
REFER TO NOTE 5
30mm DEEP x 1000mm WIDE CHASE.
REFER TO NOTE 3
RED GUM HERRINGBONE
PATTERNED ASPHALT
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. TYPE & LENGTH OF RAISED PAVEMENT TO BE CONFIRMED WITH
COUNCIL'S ENGINEERS PRIOR TO CONSTRUCTION.
3. EXISTING ASPHALT TO BE PROFILED BY A DEPTH OF 30mm & WIDTH
OF 1000mm 'CHASE' WITHIN EDGE OF RAISED PAVEMENT TO ALLOW
FEATHERING OF NEW ASPHALT TO EXISTING.
PLAN VIEW - PAVEMENT
1:100 SCALE @ A4
SECTION A-A - PAVEMENT
1:50 SCALE @ A4
SECTION B-B - PAVEMENT
1:50 SCALE @ A4
B
B
A
A
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:RAISED PAVEMENT
MCC-601
1 of 2
00
October 2020
ST
AR
T O
F R
AM
P
TO
P O
F R
AM
P
LIP OF KERB
ASPHALT APPROACH RAMP
TYPE "A" = 1200
200
2001200
200
500
600
500
500
200
200
LIP OF KERB
ASPHALT APPROACH RAMP
TYPE "B" = 1400
2001200
200
600
200
200
RETROREFLECTIVE PAVEMENT
MARKERS (RRPMs) TO BE PLACED
CENTRALLY WITH 'MAJOR PIANO KEYS'
'PIANO KEY' LINE MARKING TO BE
WHITE THERMOPLASTIC MARKINGS
WITH GLASS BEADS
ST
AR
T O
F R
AM
P
TO
P O
F R
AM
P
RETROREFLECTIVE PAVEMENT
MARKERS (RRPMs) TO BE PLACED
CENTRALLY WITH 'MAJOR PIANO KEYS'
'PIANO KEY' LINE MARKING TO BE
WHITE THERMOPLASTIC MARKINGS
WITH GLASS BEADS
80
500
500
500
80
500
500
TYPE "A" RAMP -
PAVEMENT MARKINGS
1:50 SCALE @ A4
TYPE "B" RAMP -
PAVEMENT MARKINGS
1:50 SCALE @ A4
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. PIANO KEY LINE MARKING TO BE CENTRED WITH THE RAISED PAVEMENT
WITH MAJOR PIANO KEYS AT BOTH ENDS.
400
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:RAISED PAVEMENT
MCC-601
2 of 2
00
October 2020
200
500500
3700
1200
200
EXISTING ASPHALT ROAD WIDTH - VARIES
200
200
H
REFER TO TABLE BELOW FOR HEIGHT OF
ROAD HUMP AT VARYING DISTANCES "L",
MEASURED FROM ITS CENTRE
L
3700
ROAD HUMP TO CONSIST OF SIZE 10mm
TYPE N/H ASPHALT
30mm DEEP x 1000mm WIDE CHASE.
REFER TO NOTE 2
1000
500
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. EXISTING ASPHALT TO BE PROFILED BY A DEPTH OF 30mm & WIDTH OF 1000mm 'CHASE' WITHIN EDGE OF
ROAD HUMP TO ALLOW FEATHERING OF NEW ASPHALT TO EXISTING.
3. PIANO KEY LINE MARKING TO BE CENTRED WITH THE ROAD HUMP WITH MAJOR PIANO KEYS AT BOTH ENDS.
PLAN VIEW - PAVEMENT MARKINGS
1:50 SCALE @ A4
SECTION B-B
NOT TO SCALE
HUMP DIMENSIONS = 3.70m x 100mm
HUMP RADIUS = 17.16m
A
A
EXISTING ASPHALT ROAD WIDTH - VARIES
800800
L (m)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
H (m)
100 100 99 97 95 93 90 86
0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6
76 71 65 58 51 43 34 2581
1.7
1625
1.8
5
SECTION A-A
NOT TO SCALE
80
80
B
B
100
30mm DEEP x 1000mm WIDE CHASE.
REFER TO NOTE 2
EX
IS
TIN
G K
ER
B &
C
HA
NN
EL
EXISTING SURFACE
EXISTING PAVEMENT
PROPOSED SURFACE
EX
IS
TIN
G K
ER
B &
C
HA
NN
EL
900
1200
1000 1000
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-603 FOR SIGN
INSTALLATION DETAILS
REFER TO MAROONDAH CITY COUNCIL
STANDARD DRAWING MCC-603 FOR SIGN
INSTALLATION DETAILS
EXISTING SURFACE
EXISTING PAVEMENT
PROPOSED SURFACE
H
RETROREFLECTIVE PAVEMENT
MARKERS (RRPMs) TO BE PLACED
CENTRALLY WITH 'MAJOR PIANO KEYS'
'PIANO KEY' LINE MARKING TO BE
WHITE THERMOPLASTIC MARKINGS
WITH GLASS BEADS
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
ROAD HUMP (WATTS PROFILE)
MCC-602
1 of 1
00
October 2020
NOTES:
1. SIGNS TO BE INSTALLED AT BASE OF EVERY ROAD HUMP/RAISED PAVEMENT
UNLESS DIRECTED OTHERWISE BY COUNCIL ENGINEERS.
2. IN ACCORDANCE WITH COUNCIL ENGINEER DIRECTION, SIGNS MAY BE
INSTALLED UP TO 10m IN ADVANCE OF A ROAD HUMP/RAISED PAVEMENT &
CLEAR OF OBSTRUCTIONS.
3. SIGNS TO BE INSTALLED AT A MINIMUM HEIGHT OF 2m ABOVE TOP OF KERB IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS 1742.2:2009, APPENDIX D.
ADVANCE WARNING SIGN LOCATIONS
NOT TO SCALE
ADVANCE WARNING SIGNS
NOT TO SCALE
W5-10A
W8-2A
INSTALL WARNING SIGNS W5-10A & W8-2A.
FOR PLACEMENT DETAIL REFER TO NOTES
INSTALL WARNING SIGNS W5-10A & W8-2A.
FOR PLACEMENT DETAIL REFER TO NOTES
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
ROAD HUMP & RAISED PAVEMENT -
WARNING SIGN INSTALLATION
MCC-603
1 of 1
00
October 2020
MIN
.
200
300
300
600
INSTALL 'KEEP LEFT' REGULATORY SIGN
R2-3(L) ON BOTH TRAFFIC ISLANDS.
REFER TO NOTE 5 FOR INSTALLATION DETAILS
MIN
. 1800
2000
2200
12000
MIN
. 1000
CE
NT
RE
LIN
E
150mm WIDE CONTINUOUS
LINE MARKING
HOLD LINE
REFER TO NOTE 4 FOR TGSI
INSTALLATION DETAILS
275mm THICK, 32 MPa CONCRETE INFILL
VARIES 300300
SM1 KERB IN ACCORDANCE WITH MAROONDAH
CITY COUNCIL STANDARD DRAWING MCC-107.
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED ROCK
300
VA
RIE
S. R
EF
ER
T
O N
OT
E 4
RETROREFLECTIVE PAVEMENT
MARKERS (RRPMs) TO BE
INSTALLED AT 3m CENTRES,
OFFSET 50mm FROM LINE MARKING
PLAN VIEW
1:100 SCALE @ A4
SECTION B-B
1:50 SCALE @ A4
B
A
PEDESTRIAN ISLAND DETAIL
1:50 SCALE @ A4
R2-3(L)
'KEEP LEFT' REGULATORY SIGN
NOT TO SCALE
NOTES:
1. DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.
2. CLASS 3 CRUSHED ROCK MAY CONTAIN 100% CRUSHED CONCRETE IN ACCORDANCE
WITH VICROADS TECHNICAL NOTE TN 107 - USE OF RECYCLED MATERIALS IN ROAD
PAVEMENTS.
3. IF TRAFFIC ISLAND NECESSITATES PEDESTRIAN REFUGE, THEN DEPRESS SM1 KERB &
CONCRETE INFILL AT PEDESTRIAN CROSSING TO BE 5mm ABOVE ROAD PAVEMENT
SURFACE (MAINTAIN 150mm MINIMUM DEPTH CONCRETE PAVING).
4. TACTILE GROUND SURFACE INDICATORS (TGSIs) ARE TO BE INSTALLED ON A PROJECT
SPECIFIC BASIS SUBJECT TO COUNCIL APPROVAL.
5. IF MINIMUM WIDTH OF REFUGE IS LESS THAN 900mm, TGSIs ARE NOT TO BE INSTALLED.
6. REGULATORY SIGN TO BE INSTALLED WITH FLEXIBLE POLES WITHIN A GALVANISED
SLEEVE CAST INTO CONCRETE & FINISHED FLUSH WITH TOP OF ISLAND. TOP OF SIGN
TO BE NO HIGHER THAN 1.0m FROM ROAD LEVEL.
7. REGULATORY SIGN NOT TO BE INSTALLED WHERE LARGE VEHICLES TURNING
MOVEMENTS REQUIRE MOUNTING THE SPLITTER ISLAND.
SECTION A-A
1:100 SCALE @ A4
2000 MIN. 1800 2000
150mm THICK, 32MPa CONCRETE INFILLTGSI
A
B
EXISTING SURFACE
EXISTING SURFACE
'KEEP LEFT'
REGULATORY SIGN
R2-3(L)
EXISTING PAVEMENT
EXISTING PAVEMENT
150mm COMPACTED DEPTH,
20mm CLASS 3 CRUSHED ROCK
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
SPLITTER ISLAND WITH PEDESTRIAN
REFUGE
MCC-604
1 of 1
00
October 2020
SIGN BLADE NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
INDICATED.
2. SIGN & POST SHALL MAINTAIN A MINIMUM DISTANCE
FROM THE EDGE OF ROAD AS FOLLOWS:
BARRIER KERB - 300mm
SEMI-MOUNTABLE KERB - 500mm
NO KERB - 600mm
3. SIGN TO BE MANUFACTURED IN ACCORDANCE WITH
AUSTRALIAN STANDARDS AS 1744:2015.
4. SIGN BLADE TO BE WHITE.
5. "LOCAL GOVERNMENT AREA" LETTERS TO BE BLACK.
"STREET NAME" & "STREET TYPE" LETTERS TO BE
GREEN.
6. TEMPLATE OF MAROONDAH CITY COUNCIL LOGO TO BE
PROVIDED BY MAROONDAH CITY COUNCIL UPON
REQUEST.
7. MAROONDAH CITY COUNCIL LOGO IS TO BE ADJACENT
POST IN ALL CASES.
8. ALL LETTERS & LOGOS ARE TO BE 6N RETROFLECTIVE
GROUND.
9. MINIMUM LENGTH OF SIGN BLADE SHALL BE 500mm.
MAXIMUM LENGTH OF SIGN BLADE SHALL BE 1200mm.
10. AS SPECIFIED IN AUSTRALIAN STANDARDS AS 1744:2015,
ALL LETTERS SHALL BE SERIES 'D' EXCEPT WHERE THIS
WOULD OTHERWISE RESULT IN AN OVER-LENGTH SIGN.
WHERE THIS OCCURS, LETTERS SHALL NOT BE
NARROWER THAN SERIES 'C'.
11. ABBREVIATIONS MUST BE IN ACCORDANCE WITH
APPENDIX D OF AUSTRALIAN STANDARDS AS 1742:2017
OR ANY RELEVANT SUCCESSOR.
12. A MINIMUM 20mm SPACING SHALL BE BETWEEN THE
STREET NAME & STREET TYPE.
FIX POST TO GROUND WITH
POST SLEEVE & CONCRETE
63mm Ø GALVANISED
IRON POST
MINIMUM DISTANCE IN ACCORDANCE WITH NOTE 2
MIN
. 2700
500
BA
CK
O
F K
ER
B / E
DG
E O
F R
OA
D LIN
E
SIGN ASSEMBLY
1:20 SCALE @ A4
EXISTING SURFACE
LETTER HEIGHT NOTES:
13. LETTER HEIGHTS SHALL DIFFER FOR ROADS WITH
<80km/hr SPEED LIMITS & >80km/hr SPEED LIMITS.
14. LOCAL GOVERNMENT AREA LETTER HEIGHT SHALL BE:
<80km/hr - 25mm
≥80km/hr - DO NOT DISPLAY
15. STREET NAME LETTER HEIGHT SHALL BE:
<80km/hr - 100mm
≥80km/hr - 130mm
16. STREET TYPE ABBREVIATION LETTER HEIGHT SHALL BE:
<80km/hr - 50mm
≥80 km/hr - 65mm
20 20
MIN. DISTANCE
IN ACCORDANCE
WITH NOTE 260 60
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
STREET NAME BLADE & SIGN
ASSEMBLY -
MAROONDAH CITY COUNCIL
MCC-701
1 of 1
00
October 2020
SIGN BLADE NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
INDICATED.
2. SIGN & POST SHALL MAINTAIN A MINIMUM DISTANCE
FROM THE EDGE OF ROAD AS FOLLOWS:
BARRIER KERB - 300mm
SEMI-MOUNTABLE KERB - 500mm
NO KERB - 600mm
3. SIGN TO BE MANUFACTURED IN ACCORDANCE WITH
AUSTRALIAN STANDARDS AS 1744:2015.
4. SIGN BLADE TO BE WHITE.
5. ALL LETTERS TO BE BLACK.
6. ALL LETTERS & LOGOS ARE TO BE 6N RETROFLECTIVE
GROUND.
7. MINIMUM LENGTH OF SIGN BLADE SHALL BE 500mm.
MAXIMUM LENGTH OF SIGN BLADE SHALL BE 1200mm.
8. AS SPECIFIED IN AUSTRALIAN STANDARDS AS 1744:2015,
ALL LETTERS SHALL BE SERIES 'D' EXCEPT WHERE THIS
WOULD OTHERWISE RESULT IN AN OVER-LENGTH SIGN.
WHERE THIS OCCURS, LETTERS SHALL NOT BE
NARROWER THAN SERIES 'C'.
9. ABBREVIATIONS MUST BE IN ACCORDANCE WITH
APPENDIX D OF AUSTRALIAN STANDARDS AS 1742:2017
OR ANY RELEVANT SUCCESSOR.
10. A MINIMUM OF 20mm SPACING SHALL BE BETWEEN THE
STREET NAME & STREET TYPE.
11. PROPERTY NUMBERS CAN BE INSTALLED UNDER
STREET TYPE IN ACCORDANCE WITH AUSTRALIAN
STANDARDS AS 1742.5, FIURE 2.1, SUBJECT TO COUNCIL
APPROVAL.
FIX POST TO GROUND WITH
POST SLEEVE & CONCRETE
63mm Ø GALVANISED
IRON POST
MIN. DISTANCE
IN ACCORDANCE
WITH NOTE 2
MINIMUM DISTANCE IN ACCORDANCE WITH NOTE 2
MIN
. 2700
500
BA
CK
O
F K
ER
B / E
DG
E O
F R
OA
D LIN
E
SIGN ASSEMBLY
1:20 SCALE @ A4
EXISTING SURFACE
LETTER HEIGHT NOTES:
12. LETTER HEIGHTS SHALL DIFFER FOR ROADS WITH
<80km/hr SPEED LIMITS & ≥80km/hr SPEED LIMITS.
13. COMMON PROPERTY HEADER LETTER HEIGHT SHALL BE:
<80km/hr - 25mm
≥80km/hr - DO NOT DISPLAY
14. STREET NAME LETTER HEIGHT SHALL BE:
<80km/hr - 100mm
≥80km/hr - 130mm
15. STREET TYPE ABBREVIATION LETTER HEIGHT SHALL BE:
<80km/hr - 50mm
≥80 km/hr - 65mm
100 100
20
Engineering & Building Services
Ph: (03) 9298 4292
www.maroondah.vic.gov.au
Title:
Standard Drawing Number:
Revision:
Date:
Sheet:
STREET NAME BLADE & SIGN
ASSEMBLY -
PRIVATE COMMON PROPERTY
MCC-702
1 of 1
00
October 2020