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CONCRETE
BIKE
PATH
CONCRETE
BIK
E
PATH
CONCRETE BIKE PATH
CONCRETE BIKE PATH
B
IT
U
M
IN
R
O
A
D
B
IT
U
M
IN
R
O
A
D
BITUMIN
ROAD
BITUMIN ROAD
BITUMIN ROAD
BITUMIN ROAD
POST AND WELD MESH
W
O
O
D
P
O
S
T
A
N
D
W
I
R
E
WOOD POST AND WIRE
W
O
O
D
P
O
S
T
A
N
D
W
I
R
E
POST AND WELD MESH
POST AND WELD
MESH
C
O
N
C
R
E
T
E
F
O
O
T
P
A
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H
C
O
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A
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H
O
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I
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A
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B
A
R
S
METAL POST
AND H.BARS
G
U
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D
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A
I
L
B
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TO
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F B
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TOE OF BANK
TOE OF BANK
TOE OF BANK
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TO
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P O
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BANK
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B
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E
S
T
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C
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S
I
N
G
S
E
A
T
HEATHMONT ROAD
116
118
120
202
B
E
N
N
E
T
T
A
V
E
SHARED USER PATH
VICTRACK RAILWAY LINE
C
A
N
T
E
R
B
U
R
Y
R
O
A
D
A
A
ASPHALT WEARING COURSE - 30mm THICK,SIZE 10mm STONE, TYPE N ASPHALTASPHALT BASE COURSE - 30mm THICK, SIZE10mm STONE, TYPE N ASPHALT
BASE COURSE - 100mm THICK, CLASS 2, SIZE20mm FINE CRUSHED ROCK
BASE COURSE - 100mm THICK, CLASS 2, SIZE20mm FINE CRUSHED ROCK
SUBGRADE IMPROVEMENT - 200mm THICK,CLASS 2, SIZE 20mm FINE CRUSHED ROCK(ONLY WHERE REQUIRED)
0.52m
0.70m 2.40m
0.60m
3.60m 3.60m4.56m3.00m
7.20m
0.50m
EXISTING SURFACE
CONSTRUCT MOUNTABLE KERB WITH SURFACECHANNEL M2 IN ACCORDANCE WITH COUNCILSTANDARD DRAWING SD-C01
AT EDGE OF SHOULDER INSTALL SQUARE 'PYRAMID TOP'
BOLLARDS AT 1.5m CENTERS IN ACCORDANCE WITH
SECTION 9.8 OF COUNCIL'S 'INFRASTRUCTURE AND
LANDSCAPING GUIDELINES' (FEBRUARY 2016)
200mm THICK FINE CRUSHEDROCK SHOULDER
1%
1 IN 3 BATTER
FULL DEPTH PAVEMENTWITH ASPHALT SURFACE
3%
RE-E
STAB
LISHE
DTI
TLE
BOUN
DARY
EXISTING CONCRETESHARED USER PATH
EXISTING KERB AND CHANNEL
EXISTING SHARED USER PATH LANDSCAPING AREA PROPOSED ON-STREETPARALLEL PARKING
HEATHMONT ROAD
HEAT
HMON
T RO
ADCE
NTRE
LINE
VICTRACK RAILWAY RESERVE COUNCIL ROAD RESERVEM2 KERB
SHOULDERBATTER
CLEARENCE
VER DESCRIPTION DATE
00 ORIGINAL ISSUE - CONCEPT DESIGN - FOR DISCUSSION 27-03-2017
SCALE
ENGINEERING DESIGN
APP
-
VER
06
DWG No.
6648-01-06
SHEET No.
1 OF 5
PLAN NUMBER
6648
FOR CONSTRUCTIONCHRIS PROCTOR
APPROVED
MATT WRIGHT
DRAFTING
CHRIS PROCTOR
LATEST ISSUE DATE
20-07-2017
HEIGHT DATUM
AHD
COORDINATE DATUM
MGA zone 55
ORIE
NTAT
ION
MAROONDAY CITY COUNCILBRAESIDE AVENUE RINGWOOD VIC 3134PO Box 156 RINGWOOD VIC 3134PHONE: 1300 88 22 33 or (03) 9298 4598EMAIL: maroondah@maroondah.vic.gov.auWEB: www.maroondah.vic.gov.au
ENGINEERING & BUILDING SERVICES
LOCALITY PLAN, DRAWING INDEX, OVERALL PLAN & PAVEMENT DETAILS
AS SHOWN
-
OVERALL PLAN
WARNINGBEWARE OF UNDERGROUND SERVICES
THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
LOCALITY MAPMELWAYS MAP 50 A12 AND 64 A1
NOT TO SCALE
ON-STREET CAR PARKING WORKSHEATHMONT ROAD, HEATHMONT
(BETWEEN CANTERBURY RD AND BENNETT AVE)
010 5 1:500@ A110 201:1,000@ A3
1:10 @ A100.2 0.1 0.2 0.41:20 @ A3
ASPHALT CAR PARK
PAVEMENT PROFILE
ON-STREET CAR PARKING WORKS
HEATHMONT ROAD, HEATHMONT
(BETWEEN CANTERBURY RD AND BENNETT AVE)
DRAWING INDEX
TITLE
LOCALITY PLAN, DRAWING INDEX, OVERALL PLAN & PAVEMENT DETAILS
SHEET
No.
1
2 LAYOUT PLAN
KERB PROFILES
IN ACCORDANCE WITH COUNCILSTANDARD DRAWING SD-CO1
01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -
3 LAYOUT PLAN
02 FUNCTIONAL DESIGN - FOR REVIEW 25-05-2017 -
03 FUNCTIONAL DESIGN - FOR REVIEW 13-06-2017 -
SECTION A-A
01 0.5 1:50 @ A11 2
1:100 @ A3
LONGITUDINAL SECTION4
5 CROSS-SECTIONS
04 DRAFT DETAILED DESIGN - FOR REVIEW 15-06-2017 -
05 ISSUED FOR CONSTRUCTION 10-07-2017 -
06 ISSUED FOR CONSTRUCTION - SIGNAGE AMENDMENTS 20-07-2017 MW
LEGEND
200mm THICK CRUSHED ROCK SHOULDER
FULL DEPTH ASPHALT ROAD PAVEMENT
(REFER TO SHEET 1 FOR PAVEMENT DETAIL)
CONCRETE KERB (VARIOUS PROFILES)
PROPOSED PAVEMENT GRADE
PROPOSED PAVEMENT LINE MARKING
PROPOSED TREE TO BE REMOVED
ASPHALT BUND WITH INVERT
TRAFFIC SIGNS
R5-35-1(L), R5-16(R)
AM
00
AM7 9
00
1
/
4 P
R5-35-1(R)R5-16(L),
AM
00
AM7 9
00
1
4
/
P
SIGN #1
SIGN #2
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2
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/ // / / / /
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/ /
CONCRETE BIKE PATH
CONCRETE BIKE PATH
BITUMIN
ROAD
BITUMIN ROAD
POST AND WELD MESH
POST AND W
ELD
MESH
TO
E O
F B
AN
K
6.50m
2.10m
6.50m
0.70m
3.60m
3.60m
6.50m
M2 KERB
B2 K
ER
B
B2 KERB
M2 KERB
SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT
B2 BARRIER KERB AND CHANNEL IN ACCORDANCE WITH
COUNCIL STANDARD DRAWING SD-C01
~1.0%
~1.0%~1.0%
SAWCUT EXISTING ASPHALT PAVEMENT AND
CONSTRUCT M2 MOUNTABLE KERB WITH SURFACE
DRAINAGE CHANNEL IN ACCORDANCE WITH COUNCIL
STANDARD DRAWING SD-C01
CONSTRUCT 200mm THICK CRUSHED ROCK SHOULDER TO
GRADE AT 5% TOWARDS SHARED USER PATH
HEATHMONT ROAD
116202
MATCH EXISTING BARRIER
KERB AND CHANNEL LEVELS
SHARED USER PATH
VICTRACK RAILWAY LINE
CA
NT
ER
BU
RY
R
OA
D
LARGE SILVER LEAF STRINGYBARK
(EUCALAPTUS CEPHALOCARPA) TO BE RETAINED
AT EDGE OF SHOULDER INSTALL SQUARE 'PYRAMID TOP' BOLLARDS AT
1.5m CENTERS IN ACCORDANCE WITH SECTION 9.8 OF COUNCIL'S
'INFRASTRUCTURE AND LANDSCAPING GUIDELINES' (FEBRUARY 2016)
A
A
RE-ESTABLISHED
TITLE BOUNDARY
INSTALL TWO (2)
REMOVABLE BOLLARDS
1 IN 5 BATTER EXTENTS
FOR VEHICLE ACCESS
1 IN 3 BATTER EXTENTS
TREES No.5-9
TREE No.4
TREE No.3
TREE No.2
TREE No.1
CH
10.350
CH
20.393
CH
29.254
CH
30.223
CH
37.277
CH
49.665
CH
59.360
CH
71.594
CH
0.000
CH
22.498
CH
30.223
CH
49.665
CH
59.360
CH
70.236
1
2
3
4
5
6
7
INSTALL SIGN #1
INSTALL SIGN #2
INSTALL SIGN #1
VER DESCRIPTION DATE
00 ORIGINAL ISSUE - CONCEPT DESIGN - FOR DISCUSSION 27-03-2017
SCALE
ENGINEERING DESIGN
APP
-
VER
DWG No.
6648-02-06
SHEET No.
2 OF 5
PLAN NUMBER
CHRIS PROCTOR
APPROVED
DRAFTING
CHRIS PROCTOR
LATEST ISSUE DATEHEIGHT DATUM
AHD
COORDINATE DATUM
MGA zone 55
ORIE
NTAT
ION
MAROONDAY CITY COUNCILBRAESIDE AVENUE RINGWOOD VIC 3134PO Box 156 RINGWOOD VIC 3134PHONE: 1300 88 22 33 or (03) 9298 4598EMAIL: maroondah@maroondah.vic.gov.auWEB: www.maroondah.vic.gov.au
ENGINEERING & BUILDING SERVICES
LAYOUT PLAN
AS SHOWN
-
WARNINGBEWARE OF UNDERGROUND SERVICES
THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
LAYOUT PLAN
ON-STREET CAR PARKING WORKS
HEATHMONT ROAD, HEATHMONT
(BETWEEN CANTERBURY RD AND BENNETT AVE)01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -
02 FUNCTIONAL DESIGN - FOR REVIEW 25-05-2017 -
03 FUNCTIONAL DESIGN - FOR REVIEW 13-06-2017 -
1:100 @ A102 1 2 41:200 @ A3
CO
NT
IN
UE
D O
N S
HE
ET
3
04 DRAFT DETAILED DESIGN - FOR REVIEW 15-06-2017 -
CO-ORDINATE SETOUT TABLES
6648
FOR CONSTRUCTION
MATT WRIGHT
05 ISSUED FOR CONSTRUCTION 10-07-2017 -
06
20-07-2017
06 ISSUED FOR CONSTRUCTION - SIGNAGE AMENDMENTS 20-07-2017 MW
MON - FRI
MON - FRI
LEGEND
200mm THICK CRUSHED ROCK SHOULDER
FULL DEPTH ASPHALT ROAD PAVEMENT
(REFER TO SHEET 1 FOR PAVEMENT DETAIL)
CONCRETE KERB (VARIOUS PROFILES)
PROPOSED PAVEMENT GRADE
PROPOSED PAVEMENT LINE MARKING
PROPOSED TREE TO BE REMOVED
ASPHALT BUND WITH INVERT
TRAFFIC SIGNS
R5-35-1(L), R5-16(R)
AM
00
AM7 9
00
1
/
4 P
R5-35-1(R)R5-16(L),
AM
00
AM7 9
00
1
4
/
P
SIGN #1
SIGN #2
1
2
4
.4
1
2
4
.6
1
2
4
.8
1
2
5
1
2
5
.2
1
2
5
.4
1
2
5
.6
1
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.8
1261
26.21
26.4
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8
/ //
/ //
/ /
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C
O
N
C
R
ET
E B
IK
E P
AT
H
B
IT
U
M
IN
R
O
A
D
BIT
UM
IN R
OA
D
BITUMIN
ROAD
POST AND WELD MESH
W
O
O
D
P
O
S
T
A
N
D
W
I
R
E
WOOD POST
AND W
IRE
W
O
O
D
P
O
S
T
A
N
D
W
I
R
E
TO
E O
F B
AN
K
TOE
OF B
AN
K
T
O
P
O
F
B
A
N
K
T
O
E
O
F
B
A
N
K
T
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P
O
F
B
A
N
K
B
I
T
U
M
I
N
R
O
A
D
/
/
/
/
/
/
/
6.3
0m
2
.1
0
m
2.10m
0.70m
0.70m
3.60m
3.60m
3.60m
3.60m
6.50m
M2 KERB
AS
PH
ALT
BU
ND
M
2 K
ER
B
~1.0%
~1.0%
~1.0%
SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT M2
MOUNTABLE KERB WITH SURFACE DRAINAGE CHANNEL IN
ACCORDANCE WITH COUNCIL STANDARD DRAWING SD-C01
CONSTRUCT 200mm THICK CRUSHED
ROCK SHOULDER TO GRADE AT 5%
TOWARDS SHARED USER PATH
118
120
B
E
N
N
E
T
T
A
V
E
PLACE 100mmND ROCK BEACHING
FROM M2 KERB OUTLET TO EXISTING
OPEN DRAIN AND GRADE TO SUIT
LARGE ENGLISH OAK (QUERCUS
ROBUR) TO BE RETAINED
LARGE RED STRINGY BARK (EUCALAPTUS
MACRORHYNCHA) TO BE RETAINED
AT EDGE OF SHOULDER INSTALL SQUARE 'PYRAMID TOP' BOLLARDS AT 1.5m
CENTERS IN ACCORDANCE WITH SECTION 9.8 OF COUNCIL'S
'INFRASTRUCTURE AND LANDSCAPING GUIDELINES' (FEBRUARY 2016)
SAWCUT EXISTING ASPHALT PAVEMENT AND
CONSTRUCT FULL DEPTH ASPHALT PAVEMENT TO
CREATE CONSISTENT 3.6m LANE WIDTH
1 IN
3 B
AT
TE
R
E
XT
EN
TS
1 IN 3
BA
TT
ER
EX
TE
NT
S
1 IN
3 B
AT
TE
R
E
XT
EN
TS
CONSTRUCT ASPHALT BUND WITH CENTRAL
INVERT GRADED BETWEEN M2 KERB
TREE No.10
TREE No.11
TREES No.12-14
CH
71.594
CH
81.630
CH
86.337
CH
93.493
CH
102.896
CH
107.958
CH
112.594
C
H
117.520
C
H
131.626
C
H
134.515
CH
81.630
CH
86.337
CH
98.387
C
H
114.705
C
H
117.520
C
H
124.000
C
H
131.626
C
H
134.515
C
H
139.906
C
H
146.205
7
8
9
10
11
12
13
14
15
16
17
VIC
TR
AC
K R
AILW
AY
LIN
E
HE
AT
HM
ON
T R
OA
D
INSTALL SIGN #1
INSTALL SIGN #2
INSTALL SIGN #1
INSTALL SIGN #2
VER DESCRIPTION DATE
00 ORIGINAL ISSUE - CONCEPT DESIGN - FOR DISCUSSION 27-03-2017
SCALE
ENGINEERING DESIGN
APP
-
VER
DWG No.
6648-03-06
SHEET No.
3 OF 5
PLAN NUMBER
CHRIS PROCTOR
APPROVED
DRAFTING
CHRIS PROCTOR
LATEST ISSUE DATEHEIGHT DATUM
AHD
COORDINATE DATUM
MGA zone 55
ORIE
NTAT
ION
MAROONDAY CITY COUNCILBRAESIDE AVENUE RINGWOOD VIC 3134PO Box 156 RINGWOOD VIC 3134PHONE: 1300 88 22 33 or (03) 9298 4598EMAIL: maroondah@maroondah.vic.gov.auWEB: www.maroondah.vic.gov.au
ENGINEERING & BUILDING SERVICES
LAYOUT PLAN
AS SHOWN
-
WARNINGBEWARE OF UNDERGROUND SERVICES
THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
LAYOUT PLAN
ON-STREET CAR PARKING WORKS
HEATHMONT ROAD, HEATHMONT
(BETWEEN CANTERBURY RD AND BENNETT AVE)01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -
02 FUNCTIONAL DESIGN - FOR REVIEW 25-05-2017 -
03 FUNCTIONAL DESIGN - FOR REVIEW 13-06-2017 -
1:100 @ A102 1 2 41:200 @ A3
CO
NT
IN
UE
D O
N S
HE
ET
2
04 DRAFT DETAILED DESIGN - FOR REVIEW 15-06-2017 -
CO-ORDINATE SETOUT TABLES
6648
FOR CONSTRUCTION
MATT WRIGHT
05 ISSUED FOR CONSTRUCTION 10-07-2017 -
06
20-07-2017
06 ISSUED FOR CONSTRUCTION - SIGNAGE AMENDMENTS 20-07-2017 MW
MON - FRI
MON - FRI
VER DESCRIPTION DATE
00 ORIGINAL ISSUE - CONCEPT DESIGN - FOR DISCUSSION 27-03-2017
SCALE
ENGINEERING DESIGN
APP
-
VER
DWG No.
6648-04-06
SHEET No.
4 OF 5
PLAN NUMBER
CHRIS PROCTOR
APPROVED
DRAFTING
CHRIS PROCTOR
LATEST ISSUE DATEHEIGHT DATUM
AHD
COORDINATE DATUM
MGA zone 55
ORIE
NTAT
ION
MAROONDAY CITY COUNCILBRAESIDE AVENUE RINGWOOD VIC 3134PO Box 156 RINGWOOD VIC 3134PHONE: 1300 88 22 33 or (03) 9298 4598EMAIL: maroondah@maroondah.vic.gov.auWEB: www.maroondah.vic.gov.au
ENGINEERING & BUILDING SERVICES
LONGITUDINAL-SECTION
AS SHOWN
-
WARNINGBEWARE OF UNDERGROUND SERVICES
THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
ON-STREET CAR PARKING WORKS
HEATHMONT ROAD, HEATHMONT
(BETWEEN CANTERBURY RD AND BENNETT AVE)01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -
02 FUNCTIONAL DESIGN - FOR REVIEW 25-05-2017 -
03 FUNCTIONAL DESIGN - FOR REVIEW 13-06-2017 -
LONGITUDINAL SECTION
0
0
10 5
1 0.5
Hor 1:500 @ A1
Ver 1:50 @ A1
2010
1 2Hor 1:1,000 @ A3
Ver 1:100 @ A3
04 DRAFT DETAILED DESIGN - FOR REVIEW 15-06-2017 -
6648
FOR CONSTRUCTION
MATT WRIGHT
05 ISSUED FOR CONSTRUCTION 10-07-2017 -
06
20-07-2017
06 ISSUED FOR CONSTRUCTION - SIGNAGE AMENDMENTS 20-07-2017 MW
VER DESCRIPTION DATE
00 ORIGINAL ISSUE - CONCEPT DESIGN - FOR DISCUSSION 27-03-2017
SCALE
ENGINEERING DESIGN
APP
-
VER
DWG No.
6648-05-06
SHEET No.
5 OF 5
PLAN NUMBER
CHRIS PROCTOR
APPROVED
DRAFTING
CHRIS PROCTOR
LATEST ISSUE DATEHEIGHT DATUM
AHD
COORDINATE DATUM
MGA zone 55
ORIE
NTAT
ION
MAROONDAY CITY COUNCILBRAESIDE AVENUE RINGWOOD VIC 3134PO Box 156 RINGWOOD VIC 3134PHONE: 1300 88 22 33 or (03) 9298 4598EMAIL: maroondah@maroondah.vic.gov.auWEB: www.maroondah.vic.gov.au
ENGINEERING & BUILDING SERVICES
CROSS-SECTIONS
AS SHOWN
-
WARNINGBEWARE OF UNDERGROUND SERVICES
THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO
GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
ON-STREET CAR PARKING WORKS
HEATHMONT ROAD, HEATHMONT
(BETWEEN CANTERBURY RD AND BENNETT AVE)01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -
02 FUNCTIONAL DESIGN - FOR REVIEW 25-05-2017 -
03 FUNCTIONAL DESIGN - FOR REVIEW 13-06-2017 -
CROSS-SECTIONS
0
0
1 0.5
2 1 Hor 1:100 @ A1
Ver 1:50 @ A11
2
2
4Hor 1:200 @ A3
Ver 1:100 @ A3
04 DRAFT DETAILED DESIGN - FOR REVIEW 15-06-2017 -
6648
FOR CONSTRUCTION
MATT WRIGHT
05 ISSUED FOR CONSTRUCTION 10-07-2017 -
06
20-07-2017
06 ISSUED FOR CONSTRUCTION - SIGNAGE AMENDMENTS 20-07-2017 MW
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