MCC-001 Date: October 2020 INDEX OF ENGINEERING ......MCC-001 Date: October 2020 INDEX OF...

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



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



ROCK IN 2 LAYERS

LOCAL ACCESS ROAD 10^5 - 10^6



ROCK IN 2 LAYERS

ANCILLARY ROAD (CAR PARK)

<10^5



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


SIZE 14mm, TYPE H ASPHALT

BASE COURSE


Ph: (03) 9298 4292


Title:


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


STANDARD DRAWING MCC-101 FOR ASPHALT

WEARING COURSE (OVERLAY) DETAIL





ASPHALT BASE COURSE DETAIL



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:


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



WEARING COURSE (OVERLAY) DETAIL



ASPHALT BASE COURSE DETAIL



PAVEMENT BASE COURSE DETAIL


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

ROAD PAVEMENT -

WIDENING

MCC-102

1 of 1

00

October 2020

25



KERB & PAVEMENT DETAILS

300




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


BACKFILL WITH

'NO FINES' CONCRETE

NOTES:


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


Ph: (03) 9298 4292


Title:


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


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

SUBSURFACE DRAINAGE -

FLUSHOUT RISER

MCC-104

1 of 1

00

October 2020

GENERAL NOTES:


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



WEARING COURSE & BASE COURSE DETAILS



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'




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



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


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

REINSTATEMENT OF DRAINAGE PIPE

TRENCHES

MCC-105

1 of 1

00

October 2020

300


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



MIN

. 100

EX

IS

TIN

G P

AV

EM

EN

T D

EP

TH



TRENCH WITHIN ROAD RESERVE

WEARING COURSE CHASEEXISTING SURFACE WEARING COURSE CHASE

SCALE 1:10 @ A4

NOTES:


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.


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




Ph: (03) 9298 4292


Title:


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:


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


4. CONSTRUCTION JOINTS AT MAXIMUM 2.5m INTERVALS.

5. TRANSITION FROM ONE KERB PROFILE TO ANOTHER SHOULD TAKE PLACE OVER ONE 2.5m LENGTH.


Ph: (03) 9298 4292


Title:


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:


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


4. CONSTRUCTION JOINTS AT MAXIMUM 2.5m INTERVALS.

5. TRANSITION FROM ONE KERB PROFILE TO ANOTHER SHOULD TAKE PLACE OVER ONE 2.5m LENGTH.


Ph: (03) 9298 4292


Title:


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


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


Ph: (03) 9298 4292


Title:


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:


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:DRAINAGE - STEP IRONS

MCC-202

1 of 1

00

October 2020


150

"L" - REFER TO PIT SIZE TABLE


REFER TO SHEET 2 NOTE 7.

150mm THICK 25 MPa

CONCRETE WALLS.


SL72 MESH

REINFORCEMENT.


"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


Ph: (03) 9298 4292


Title:


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


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



"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.



MCC-103 FOR DETAILS.


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.


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.




SECTION B-B

1:20 SCALE @ A4

SETOUT POINT

(BACK OF KERB)



NOTES:




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.





7. SOLID LIGHTWEIGHT PIT LID IS TO BE MINIMUM CLASS B & LOCKABLE IN

ACCORDANCE WITH AUSTRALIAN STANDARDS AS 3996:2019, INSTALLED IN


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-203

2 of 2

DRAINAGE -

SIDE ENTRY PIT -


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



150mm THICK 25 MPa

CONCRETE WALLS.


SL72 MESH

REINFORCEMENT.


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




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


- R&S GRATING




SPECIFICATIONS


- R&S GRATING


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -

DOUBLE SIDE ENTRY PIT


STRIP

MCC-204

1 of 2

00

October 2020

PIPE SIZE (mm)

LESS THAN

450 DIA

GREATER THAN

450 DIA


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



"D

"- R

EF

ER

T

O P

IT

S

IZ

E T

AB

LE

150



REFER TO NOTE 4.

SUBSOIL DRAIN.




M

I

N

.

1

0

0

T

H

R

O

A

T

150mm THICK 25 MPa

CONCRETE WALLS.

REFER TO NOTE 5.



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.




SECTION B-B

1:20 SCALE @ A4

NOTES:






MCC-202.














REFER TO NOTE 7.

SETOUT POINT

(BACK OF KERB)




- R&S GRATING

M

I

N

.

1

5

0


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-204

2 of 2

DRAINAGE -

DOUBLE SIDE ENTRY PIT


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.


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:



2. STANDARD TO BE USED WHERE AN

EXISTING DRAINAGE PIT EXISTS

BEHIND BACK OF KERB, AND IS TO

BE MODIFIED TO IMPROVE INLET

CAPACITY.



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


A A

B


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.


150

500100

150900 INTERNAL

900 INTERNAL


Ph: (03) 9298 4292


Title:


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


TO HAVE 450x900 CLEAR OPENING

WIDTH ON FRAME TO SUIT.

AVAILABLE AT SUPPLIERS:

- R&S GRATING

- SVC

- ARC

250

450


REMOVE EXISTING

SECTION OF PIT WALL



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


REFER TO NOTE 3.



NOTES:




MCC-202.




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.




GRATED PIT LID TO BE INSERTED IN LINE WITH

INVERT OF KERB, ALLOWING MINIMUM 100mm

THROAT OPENING AS SHOWN

665


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-205

2 of 2

DRAINAGE -


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.


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


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


PRE-MANUFACTURED CONVERTED SIDE

ENTRY GRATE & FRAME - BULLNOSE PROFILE.

REFER TO SHEET 2 NOTE 2


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-206

1 of 2

DRAINAGE -


CONVERSION TO GRATED PIT AT

VEHICLE CROSSING

01

December 2020


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:


2. GRATED PIT LID TO BE MINIMUM CLASS D, HEAVY DUTY & BICYCLE SAFE, IN






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



ROCK







M

I

N

.

1

5

0


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-206

2 of 2

DRAINAGE -


CONVERSION TO GRATED PIT AT

VEHICLE CROSSING

01

December 2020

150

900 INTERNAL

150mm THICK 25 MPa

CONCRETE WALLS.


SL72 MESH

REINFORCEMENT.


VA

RIE

S

SETOUT POINT

(BACK OF KERB)

STANDARD PRECAST KERB LINTEL

TO SUIT KERB PROFILE

NOTES:




STORMWATER DRAINAGE PIPE

CANNOT BE CONSTRUCTED WITHIN

NATURE STRIP & PIT ACCESS MUST

BE WITHIN THE ROADWAY.



SPRING LINE

INVERT OF KERB

B




SECTION A-A

1:20 SCALE @ A4




LIP 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


HAVE 450x900 CLEAR OPENING WIDTH



150

500100

150900 INTERNAL


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -

GRATED SIDE ENTRY PIT -

DRAINAGE PIPE WITHIN ROADWAY

MCC-207

1 of 2

01

December 2020

150

665


REFER TO NOTE 4.

230mm THICK 25 MPa

CONCRETE WALLS.

150 230

50



EXISTING SURFACE

IN

VE

RT

O

F K

ER

B

STEP IRONS.

REFER TO NOTE 3.




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:


2. NO INTERNAL DIMENSION OF GRATED PIT SHALL BE LESS THAN PIPE




MCC-202.














- R&S GRATING

- SVC

- ARC




VA

RIE

S

150mm THICK 25 MPa

CONCRETE WALLS.

REFER TO NOTE 5.

SUBSOIL DRAIN.




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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -



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.


SL72 MESH

REINFORCEMENT.


HEAVY DUTY GALVANISED STEEL

GRATED PIT LID ON FRAME TO SUIT.


SECTION A-A

1:20 SCALE @ A4

SPRING LINE

INVERT OF KERB

PLAN VIEW

1:20 SCALE @ A4




BACK OF KERB

SUBSOIL DRAIN




- R&S GRATING

1000 GRATE1000 GRATE

1900 INTERNAL

LIP OF KERB

665

230

GALVANISED STEEL GRATED PIT LIDS TO

HAVE 450x900 CLEAR OPENING WIDTHS



100-UC TO SUPPORT CENTRE

OF THE TWO PIT FRAMES

VA

RIE

S


OF THE 2 PIT FRAMES

100-UC TO SUPPORT LENGTH

OF THE 2 PIT FRAMES



900

CLEAR OPENING

900

CLEAR OPENING

150 150

100

1900 INTERNAL


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-208

1 of 2

DRAINAGE -

DOUBLE GRATED SIDE ENTRY PIT -


01

December 2020

VA

RIE

S150


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.




EXISTING SURFACE

IN

VE

RT

O

F K

ER

B

STEP IRONS.

REFER TO NOTE 3.




SECTION B-B

1:20 SCALE @ A4

SETOUT POINT

(BACK OF KERB)

NOTES:






MCC-202.










M

I

N

.

1

0

0

T

H

R

O

A

T




- R&S GRATING

GALVANISED STEEL GRATED PIT LIDS


WIDTHS ON FRAME ASSEMBLY TO SUIT.

DOUBLE GRATED PIT & FRAME

ASSEMBLY AVAILABLE AT SUPPLIER:

- R&S GRATING




665

515150

PIT STANDARD TO BE USED

UP TO 1.20m DEPTH

FOR PITS DEEPER THAN

1.20m, REFER TO


STANDARD DRAWING

MCC-209 & MCC-211

FRAME ASSEMBLY TO

INCLUDE 100-UCs TO

SUPPORT PIT FRAME


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet: 2 of 2

MCC-208

DRAINAGE -



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)


REFER TO SHEETS 2 & 3 NOTE 7.

150mm THICK 25 MPa CONCRETE WALLS.




150



SECTION A-A

1:20 SCALE @ A4

SUBSOIL DRAIN

665

230


HAVE 450x900 CLEAR OPENING WIDTH ON

FRAME TO SUIT.


100

150

100

900 INTERNAL

NOTES:

1. DIMENSIONS IN

MILLIMETRES UNLESS


2. STANDARD TO BE USED

WHERE STORMWATER

DRAINAGE PIPE IS WITHIN

THE NATURE STRIP.


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.





Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-209

1 of 3

DRAINAGE -



STRIP

01

December 2020

230

50

PIPE SIZE (mm)

LESS THAN

450 DIA

GREATER THAN

450 DIA


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



250

450


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.




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.





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:






MCC-202.
















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



665





- R&S GRATING

- SVC

- ARC





Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -



STRIP

MCC-209

2 of 3

01

December 2020

230

50

PIPE SIZE (mm)

LESS THAN

450 DIA

GREATER THAN

450 DIA


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



EXISTING SURFACE

150mm THICK 25 MPa

CONCRETE WALLS.

STEP IRONS.

REFER TO NOTE 3.




"D

"- R

EF

ER

T

O P

IT

S

IZ

E T

AB

LE

150

SUBSOIL DRAIN.





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


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:






MCC-202.
















FULL DEPTH

SECTION B-B

1:20 SCALE @ A4


REFER TO NOTE 7.

IN

VE

RT

O

F K

ER

B

SETOUT POINT

(BACK OF KERB)



665





- R&S GRATING

- SVC

- ARC





Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -



STRIP

MCC-209

3 of 3

01

December 2020

150mm THICK 25 MPa CONCRETE WALLS.


EXISTING

SURFACE




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



WHERE STORMWATER

DRAINAGE PIPE IS WITHIN

THE NATURE STRIP.


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


SETOUT POINT

(BACK OF KERB)

SUBSOIL DRAIN

GALVANISED STEEL GRATED PIT LIDS TO







SPECIFICATIONS


- R&S GRATING





1900 INTERNAL


REFER TO SHEET 2 & 3 NOTE 4.

1000 GRATE

150

100

500

1000 GRATE

150

100



STEEL LINTEL (DOUBLE SUPPORT BAR) &

FRAME TO SUPPORT PIT LIDS IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS


- R&S GRATING

900

CLEAR OPENING

900

CLEAR OPENING

1900 INTERNAL

PLAN VIEW

1:20 SCALE @ A4


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

MCC-210

1 of 3

DRAINAGE -



STRIP

01

December 2020

230

50

PIPE SIZE (mm)

LESS THAN

450 DIA

GREATER THAN

450 DIA


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



250

450


REFER TO NOTE 4.



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.




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.





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:






MCC-202.

















REFER TO NOTE 7.




- R&S GRATING

665









- R&S GRATING

FRAME ASSEMBLY TO

INCLUDE 100-UCs TO

SUPPORT PIT FRAME


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -



STRIP

MCC-210

2 of 3

01

December 2020

230

50

PIPE SIZE (mm)

LESS THAN

450 DIA

GREATER THAN

450 DIA


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



IN

VE

RT

O

F K

ER

B

EXISTING SURFACE

150mm THICK 25 MPa

CONCRETE WALLS.

STEP IRONS.

REFER TO NOTE 3.




"D

"- R

EF

ER

T

O P

IT

S

IZ

E T

AB

LE

150

SUBSOIL DRAIN.





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


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:






MCC-202.
















FULL DEPTH

SECTION B-B

1:20 SCALE @ A4


REFER TO NOTE 7.




- R&S GRATING

665









- R&S GRATING

FRAME ASSEMBLY TO

INCLUDE 100-UCs TO

SUPPORT PIT FRAME


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -



STRIP

MCC-210

3 of 3

01

December 2020

SETOUT POINT

(BACK OF KERB)

LIP 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





150

500100

150



900 INTERNAL

150

900 INTERNAL

150mm THICK 25 MPa

CONCRETE WALLS.


SL72 MESH

REINFORCEMENT.


"D

"- R

EF

ER

T

O P

IT

S

IZ

E T

AB

LE




150

NOTES:




STORMWATER DRAINAGE PIPE IS

CONSTRUCTED BELOW KERB AND

CHANNEL, AND WHERE THERE IS

INADEQUATE SPACE IN NATURE

STRIP TO PROVIDE PIT ACCESS

POINT.



SPRING LINE

INVERT OF KERB

B

SECTION A-A




1:20 SCALE @ A4


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -


DRAINAGE PIPE UNDERNEATH KERB

MCC-211

1 of 2

01

December 2020

VA

RIE

S150

MIN. 950


REFER TO NOTE 4.




230mm THICK 25 MPa

CONCRETE WALLS.

VARIES 230

50

150mm THICK 25 MPa

CONCRETE WALLS.

REFER TO NOTE 5.



MIN. 240 200

SUBSOIL DRAIN.




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:






MCC-202.










M

I

N

.

1

0

0

T

H

R

O

A

T





- R&S GRATING

- SVC

- ARC




515


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

DRAINAGE -


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


150mm THICK 25 MPa

CONCRETE WALLS.


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:




STORMWATER CHANNELED INTO A

TABLE DRAIN IS TO BE COLLECTED.



SOLID OR GRATED PIT LID TO BE

FITTED IN ACCORDANCE WITH

COUNCIL ENGINEER'S DIRECTION.

REFER TO SHEET 2 NOTES 7 & 8.




SECTION A-A

1:20 SCALE @ A4

SL72 MESH

REINFORCEMENT.



Ph: (03) 9298 4292


Title:


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


EXISTING

SURFACE

MIN

.

200

VARIES200 200

PIPE SIZE (mm)

LESS THAN

450 DIA

GREATER THAN

450 DIA


<1000

<1000

>1000

>1000

900

900 (OR DIA + 150, IF DIA > 750)


900

900

900

900

600

WLD

NO

YES

NO

YES

TO SUIT

DIA + 150



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.




SECTION B-B

1:20 SCALE @ A4

NOTES:






MCC-202.










8. GRATED PIT LID IS TO BE MINIMUM CLASS B & BICYCLE SAFE, IN







Ph: (03) 9298 4292


Title:


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


COUNCIL STANDARD MCC-401 FOR

CONCRETE FOOTPATH DETAILS

125mm THICK 25MPa CONCRETE



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


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.


STANDARD DRAWING MCC-201 FOR PIT

DETAILS

B

B

A

A

NOTES:


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.




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


WEAKENED PLANE JOINT (W.P.J.) -

5mm WIDE & 10-15mm DEEP.


Ph: (03) 9298 4292


Title:


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.


DRAWING MCC-401 FOR FOOTPATH DETAILS

100mm Ø SEWER QUALITY uPVC PROPERTY

DRAINAGE CONNECTION (HOUSE DRAIN) AT

A MINIMUM GRADE OF 1 in 100





DRAWING MCC-401 FOR FOOTPATH DETAILS




REINSTATE 100mm DEPTH CLAY

LOAM WITH KIKUYU / COUCH /



INSPECTION OPENING TO BE LOCATED

WITHIN PRIVATE PROPERTY.



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

.






Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

PROPERTY DRAINAGE CONNECTIONS

- WITHIN ROAD RESERVE

MCC-301

1 of 2

00

October 2020










DRAWINGS MCC-401 FOR FOOTPATH DETAILS

CONNECT HOUSE DRAIN TO KERB VIA

FULL HEIGHT KERB ADAPTOR.



FULL HEIGHT KERB ADAPTOR DETAILS




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






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.



FULL HEIGHT KERB ADAPTOR DETAILS

100mm Ø GALVANISED STEEL PROPERTY



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










Ph: (03) 9298 4292


Title:


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


(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


Ph: (03) 9298 4292


Title:


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


(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


Ph: (03) 9298 4292


Title:


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:


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:FULL HEIGHT KERB ADAPTOR

MCC-304

1 of 1

00

October 2020

E.J. - 10mm WIDE.


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:


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


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


Ph: (03) 9298 4292


Title:


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





NOTES:


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


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


Ph: (03) 9298 4292


Title:


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.





CONCRETE SHARED USER PATH

SCALE 1:10 @ A4

NOTES:


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


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 .


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.


E.J. - 10mm WIDE.


EXPANSION MATERIAL DETAILS


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet: 1 of 1

MCC-403

SHARED USER PATH

PAVEMENT DETAILS - CONCRETE

00

October 2020


30

150

75 75

30


30

150

75 75

30

EXISTING PAVEMENT




SIZE 10mm, TYPE L ASPHALT

BASE COURSE






WEARING COURSE





REGULATION COURSE



WEARING COURSE

NEW ASPHALT SHARED USER PATH

NOTES:



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













Ph: (03) 9298 4292


Title:


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



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:


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



WARNING TACTILE GROUND SURFACE

INDICATORS (TGSIs) INSTALLATION DETAILS


Ph: (03) 9298 4292


Title:


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.


SHARP TRANSITION (NO BULLNOSE)

50

125



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.


DETAILS

WARNING TACTILE GROUND

SURFACE INDICATORS (TGSIs).

REFER TO NOTE 6 FOR

INSTALLATION DETAILS.



DETAILS

DIRECTIONAL TACTILE GROUND

SURFACE INDICATORS (TGSIs).

REFER TO NOTE 6 FOR





LIP

O

F K

ER

B

BACK OF KERB LEVEL

NOTES:


2. CONCRETE PEDESTRIAN CROSSING TO HAVE STIPPLE FINISH WITH NO

HIGHLIGHTS.


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.


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



DETAILS

PR

OP

ER

TY

B

OU

ND

AR

Y


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:


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


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:


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:


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


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


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


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 .


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

VEHICLE CROSSING -

STANDARD

MCC-501

1 of 1

00

October 2020

NOTES:



2. CONCRETE SPECIFICATION: MINIMUM 200mm THICK,

32MPa CONCRETE WITH SL82 CENTRALLY LOCATED

ON 75mm COMPACTED THICKNESS, 20mm CLASS 3

CRUSHED ROCK.





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


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.


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


Ph: (03) 9298 4292


Title:


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


TYPE N ASPHALT WEARING COURSE


TYPE N ASPHALT BASE COURSE



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:



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.





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.


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


STANDARD DRAWING MCC-502

PAVEMENT MAKEUP

NOT TO SCALE


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


Ph: (03) 9298 4292


Title:


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


TYPE "B" = 1400 6000-8000

EXISTING SURFACE

EXISTING PAVEMENT

PROPOSED SURFACE

EXISTING SURFACE

EXISTING PAVEMENT

PROPOSED SURFACE



RED GUM HERRINGBONE

PATTERNED ASPHALT

REFER TO SHEET 2 FOR 'PIANO KEY' LINE

MARKING & PAVEMENT REFLECTOR DETAILS

RED GUM HERRINGBONE

PATTERNED ASPHALT


STANDARD DRAWING MCC-603 FOR SIGN


GRANITE COLOURED

ASPHALT BORDER


SIZE 10mm, TYPE N/H ASPHALT

1000 1000

1000 1000

30mm DEEP x 1000mm WIDE CHASE.

REFER TO NOTE 5


REFER TO NOTE 3

RED GUM HERRINGBONE

PATTERNED ASPHALT

NOTES:


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


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Title:


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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


TYPE "A" = 1200

200

2001200

200

500

600

500

500

200

200

LIP OF KERB


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






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:


2. PIANO KEY LINE MARKING TO BE CENTRED WITH THE RAISED PAVEMENT

WITH MAJOR PIANO KEYS AT BOTH ENDS.

400


Ph: (03) 9298 4292


Title:


Revision:

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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


REFER TO NOTE 2

1000

500

NOTES:


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


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







EXISTING SURFACE

EXISTING PAVEMENT

PROPOSED SURFACE

H






WITH GLASS BEADS


Ph: (03) 9298 4292


Title:


Revision:

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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


Ph: (03) 9298 4292


Title:


Revision:

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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.


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


275mm THICK, 32 MPa CONCRETE INFILL

VARIES 300300

SM1 KERB IN ACCORDANCE WITH MAROONDAH

CITY COUNCIL STANDARD DRAWING MCC-107.



300

VA

RIE

S. R

EF

ER

T

O N

OT

E 4


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:


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




Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

SPLITTER ISLAND WITH PEDESTRIAN

REFUGE

MCC-604

1 of 1

00

October 2020

SIGN BLADE NOTES:


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


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

STREET NAME BLADE & SIGN

ASSEMBLY -


MCC-701

1 of 1

00

October 2020

SIGN BLADE NOTES:


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


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


Ph: (03) 9298 4292


Title:


Revision:

Date:

Sheet:

STREET NAME BLADE & SIGN

ASSEMBLY -

PRIVATE COMMON PROPERTY

MCC-702

1 of 1

00

October 2020

MCC-001 Date: October 2020 INDEX OF ENGINEERING ......MCC-001 Date: October 2020 INDEX OF...

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