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SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 17 SHEET 18 SHEET 19 SHEET 20
ROLLOVER KERB AND CHANNEL TO
COUNCIL STANDARD DRAWING SD B1
EXISTING PAVEMENT
100mm DIA SUB-SURFACE
DRAIN, CLASS 400
30mm MIN COMPACTED DEPTH OF
10mm NOMINAL SIZE TYPE H ASPHALT
WEARING COURSE
VARYING DEPTH OF 14mm NOMINAL
SIZE TYPE H ASPHALT REGULATION
COURSE
FULL DEPTH
ASPHALT INFILL
NOT TO SCALE
GENERALLY IN ACCORDANCE WITH STANDARD COUNCIL DRAWING SD D5
600mm VARIES
50mm (MIN) COMPACTED
DEPTH 20mm CLASS 3
CRUSHED ROCK
300mm
BACKFILL WITH 20mm
SCREENINGS
PAVEMENT DETAIL FORPAVEMENT WIDENING
GENERAL
1. THE CONTRACTOR IS TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITY
SERVICES PRIOR TO CARRYING OUT WORKS BY TELEPHONING 1100 "DIAL
BEFORE YOU DIG".
2. DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS ARE TO BE
REPORTED IMMEDIATELY TO THE COUNCIL'S SUPERVISING ENGINEER.
3. ALL SURPLUS EXCAVATED MATERIAL REMAINS THE PROPERTY OF THE
CONTRACTOR UNLESS SPECIFIED OTHERWISE OR ADVISED BY THE COUNCIL'S
SUPERVISING ENGINEER.
4. "REMOVE" SHALL MEAN REMOVE OFF-SITE AND DISPOSE OF AT AN APPROVED
DISPOSAL SITE AT THE CONTRACTOR'S EXPENSE, UNLESS SPECIFIED
OTHERWISE.
5. ON COMPLETION OF CONSTRUCTION ALL WORK AREA ARE TO BE CLEANED UP &
REINSTATED TO THE SATISFACTION OF THE COUNCIL'S SUPERVISING ENGINEER.
PAVEMENT
6. ROAD CROSSFALL TO BE 1 in 36 FALLING TOWARDS THE TABLE DRAIN OR KERB
AND CHANNEL UNLESS SPECIFIED OTHERWISE.
7. AT NEW FILL AREAS THE TOPSOIL SHALL BE STRIPPED AND FILLING MATERIAL
PLACED IN 150mm THICK LAYER AND COMPACTED TO 95% A.A.S.H.O.
COMPACTION TEST, THE TOPSOIL IS THEN RE-SPREAD ON THE BATTER AREAS.
8. NEW CONCRETE FOOTPATH PAVING TO BE 32 MPa STRENGTH.
9. TACTILE GROUND SURFACE INDICATOR (TGSI) PAVERS ARE TO BE 300mm x
300mm x 40mm PRE-CAST CONCRETE PAVERS AND SHALL HAVE A MINIMUM
LUMINANCE CONTRAST OF 30% COMPARED TO THE AMOUNT OF LIGHT
REFLECTED FROM THE ADJACENT SURFACE.
ROADSIDE
10. EXISTING DRIVEWAY ENTRANCES TO BE REINSTATED AND SEALED FOR 1.0m
FROM EDGE OF SEAL WITH 50mm COMPACTED DEPTH 10mm TYPE N ASPHALT ON
A BASE OF 100mm COMPACTED DEPTH CLASS 2 FINE CRUSHED ROCK.
11. EXISTING DRIVEWAYS ARE TO BE REINSTATED FROM BACK OF KERB OR EDGE OF
SEAL AT A MAXIMUM GRADE OF 1 in 8 FOR 2.0m THEN 1 in 4 THEREAFTER WITH A
TRANSITION OF 1 in 6 FOR 2.0m IS PREFERRED WHERE POSSIBLE AS PER:
11.a. GRAVEL DRIVEWAY WITH 50mm COMPACTED DEPTH OF 3% CEMENT
TREATED CRUSHED ROCK UNLESS SPECIFIED OTHERWISE.
11.b. ASPHALT DRIVEWAYS WITH 50mm COMPACTED DEPTH 10mm NOMINAL SIZE
ASPHALT ON A BASE OF 100mm COMPACTED DEPTH CLASS 2 FINE CRUSHED
ROCK.
11.c. CONCRETE DRIVEWAYS WITH 150mm DEPTH CONCRETE PAVING ON A BASE
OF 50mm COMPACTED DEPTH CLASS 2 FINE CRUSHED ROCK.
11.d. BRICK PAVER DRIVEWAYS WITH SUITABLE HEAVY DUTY BRICK PAVERS ON
30mm OF BEDDING SAND ON A BASE OF 100mm COMPACTED DEPTH CLASS 2
FINE CRUSHED ROCK.
12. TABLE DRAIN TO BE CLEANED, REDEFINED OR DEFINED AS NECESSARY ALONG
THE HIGH SIDE OF THE ROADWAY, REFER TO TYPE OF SECTION FOR TABLE
DRAIN PROFILE, MINIMUM DEPTH 300mm.
DRAINAGE
13. ALL DRAINAGE PIPES TO BE CLASS 2 RUBBER RING JOINTED SPIGOT AND
SOCKET UNLESS SPECIFIED OTHERWISE.
14. ALL PROPERTY STORM WATER OUTLETS WITHIN 3.0m OF THE NEW DRAIN OR
KERB ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE PIPES WHERE
AVAILABLE, OR BACK OF KERB WHERE UNDERGROUND DRAINAGE PIPES ARE
NOT AVAILABLE.
15. DRAINAGE PITS GREATER THAN 1.0m IN DEPTH TO BE PROVIDED WITH STEP
IRONS AT 300mm CENTRES VERTICALLY.
16. A.G. DRAIN PLACED BEHIND KERB AND CHANNEL AS SHOWN ON PLAN IF WITHIN
3.0m OF ANY TREE EXCAVATION TO BE HAND DUG OR BORED TO MINIMISE ROOT
DAMAGE OF TREE.
VEGETATION
17. TREE PROTECTION ZONES (TPZ) HAVE BEEN SHOWN FOR ALL TREES LOCATED
CLOSE TO THE WORKS AREA. WORKS AND ANY STOCKPILES OF CONSTRUCTION
EQUIPMENT AND MATERIAL ARE TO BE CONTAINED OUTSIDE THE TPZ UNLESS
SPECIFICALLY APPROVED BY THIS PLAN. PRIOR APPROVAL MUST BE SOUGHT
FOR ANY WORKS NOT SPECIFIED AND APPROVED BY THIS PLAN THAT ARE TO BE
CONDUCTED WITHIN THE TPZ OF ANY TREE.
18. ONLY TREES SHOWN TO BE REMOVED ON THIS PLAN CAN BE REMOVED. ANY
DAMAGE TO THE BARK, BRANCHES, TRUNKS OR ROOTS OF OTHER TREES
SHOULD BE IMMEDIATELY REPORTED TO COUNCIL'S CONSTRUCTION
SURVEILLANCE OFFICER BEFORE ANY WORKS CONTINUE AROUND THE SUBJECT
VEGETATION.
ANCILLARY
19. ALL EXISTING SIGNS AND POSTS REMAIN THE PROPERTY OF THE COUNCIL.
NOTES
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
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.
NOT TO SCALE
ROAD WIDENING WORKSSHEFFIELD ROAD, MONTROSE
BETWEEN OLD COACH ROAD & GLASGOW ROAD
4080 0 80 160 1:4,000 @ A11:8,000 @ A3
3.
2.
1.
No.
SHEET
DRAWING TITLE
TITLE SHEET - NOTES, LOCALITY PLAN, DRAWING INDEX & OVERALL PLAN
LAYOUT PLAN CH 00.000 - CH 40.000
4.
5.
15.
11.
10.
6.
7.
8.
9.
14.
12.
13.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
LAYOUT PLAN CH 45.631 - CH 180.000
LAYOUT PLAN CH 190.000 - CH 330.000
LAYOUT PLAN CH 340.000 - CH 503.532
LAYOUT PLAN CH 508.907 - CH 640.000
LAYOUT PLAN CH 650.000 - CH 790.000
LAYOUT PLAN CH 790.000 - CH 940.000
LAYOUT PLAN CH 950.000 - CH 1081.959
LAYOUT PLAN CH 1085.912 - CH 1218.565
No.
SHEET
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
LAYOUT PLAN CH 1230.000 - CH 1370.000
LAYOUT PLAN CH 1380.000 - CH 1530.000
LAYOUT PLAN CH 1537.502 - CH 1670.000
LAYOUT PLAN CH 1680.000 - CH 1819.881
LAYOUT PLAN CH 1830.000 - CH 1960.000
LAYOUT PLAN CH 1970.000 - CH 2100.000
LAYOUT PLAN CH 2111.130 - CH 2240.000
LAYOUT PLAN CH 2250.000 - CH 2380.000
LAYOUT PLAN CH 2390.000 - CH 2520.000
LAYOUT PLAN CH 2526.666 - CH 2576.538
LONGITUDINAL SECTIONS CH 00.000 - CH 403.198
LONGITUDINAL SECTIONS CH 407.498 - CH 863.943
LONGITUDINAL SECTIONS CH 871.519 - CH 1170.000
LONGITUDINAL SECTIONS CH 1171.739 - CH 1460.000
DRAWING TITLE
27.
28.
LONGITUDINAL SECTIONS CH 1491.005 - CH 1805.908
LONGITUDINAL SECTIONS CH 1810.116 - CH 2100.629
LONGITUDINAL SECTIONS CH 2111.130 - CH 2576.538
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
29.
30.
55.
56.
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
CROSS-SECTIONS
57.
58.
CROSS-SECTIONS
CROSS-SECTIONS
LOCALITY MAP
DRAWING INDEX
OVERALL PLAN
TITLE SHEET - NOTES, LOCALITY PLAN, DRAWING INDEX & OVERALL PLAN
01
-
EX G
EX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
EX G
EX G
EX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX T
EX T
EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX
T
EX
T
EX
T
EX TEX T EX T
EX T EX TEX T EX T EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
E
X
T
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
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/
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/
UN
SE
ALE
D
VE
HIC
LE
X
-O
VE
R
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
C
O
N
C
R
E
T
E
F
O
O
T
P
A
T
H
C
O
N
C
R
ET
E
FO
O
TP
AT
H
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
UNSEALED
ROAD AND
CARPARK
CH
0.000
CH
0.000
CH
10.000
CH
12.037
CH
12.037
CH
13.190
CH
13.190
CH
13.190
CH
19.534
CH
19.534
CH
19.534
CH
30.000
CH
35.858
CH
35.858
CH
35.858
CH
40.000
200
SHEFFIELD ROAD
202
204 206
208
G
LA
S
G
O
W
R
O
A
D
36
205
E
X
T
E
N
T
O
F
W
O
R
K
S
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
2.75 m
2.75 m
REMOVE SHORT SECTION OF EXISTING
KERB AND TRANSITION IN NEW KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
MATCH NEW ROLLOVER KERB &
CHANNEL TO EXISTING
ROLLOVER KERB & CHANNEL
PROFILE EXISTING ASPHALT BY A MINIMUM
OF 30mm AND MATCH NEW ASPHALT
LEVELS TO EXISTING LEVELS
HOUSE DRAINS TO BE REGRADED TO
NEW 150Ø DRAINAGE PIPE BEHIND KERB
CH
0.000
CH
0.000
CH
10.000
CH
12.037
CH
12.037
CH
13.190
CH
13.190
CH
13.190
CH
19.534
CH
19.534
CH
19.534
CH
30.000
CH
35.858
CH
35.858
CH
35.858
CH
40.000
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 00.000 - CH 40.000
CO
NT
IN
UE
D O
N S
HE
ET
3
04 1:200 @ A14 821:400 @ A3
02
GENERAL LAYOUT PLAN
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
-
EX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX TEX T EX T
EX TEX T
EX T
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
UNSEALED
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
CONCRETE
FOOTPATH
CONCRETE
VEHICLE X-OVER
CONCRETE
FOOTPATH CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CH
45.631
CH
45.631
CH
50.000
CH
60.000
CH
70.414
CH
80.000
CH
90.414
CH
100.000
CH
105.167
CH
110.000
CH
120.000
CH
120.875
CH
120.875
CH
130.000
CH
138.170
CH
138.170
CH
140.000
CH
150.000
CH
157.789
CH
160.000
CH
170.000
CH
180.000
210212
214216
218
205
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE
SAWCUT, REMOVED AND REINSTATED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
45.631
CH
45.631
CH
50.000
CH
60.000
CH
70.414
CH
80.000
CH
90.414
CH
100.000
CH
105.167
CH
110.000
CH
120.000
CH
120.875
CH
120.875
CH
130.000
CH
138.170
CH
138.170
CH
140.000
CH
150.000
CH
157.789
CH
160.000
CH
170.000
CH
180.000
T#75
REMOVE TREE FROM
ROAD CLEARANCE
ENVELOPE (TREE #75)
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
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 CH 45.631 - CH 180.000
CO
NT
IN
UE
D O
N S
HE
ET
4
CO
NT
IN
UE
D O
N S
HE
ET
2
03
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX WEX W
E
X
W
E
X
W
E
X
W
EX
W
EX
W
EX
W
EX
W
EX
W
EX
W
/
/
/
/
/
/
UNSEALED
VEHICLE X-OVER
U
N
S
E
A
L
E
D
V
E
H
IC
L
E
X
-
O
V
E
R
UN
SE
ALE
D
VE
HIC
LE
X
-O
VE
R
BITUMEN
VEHICLE X-OVER
U
N
S
E
A
LE
D
V
E
H
IC
LE
X
-O
V
E
R
UNSEALED
VEHICLE X-OVER
U
N
SE
ALE
D
V
E
H
IC
LE
X
-O
V
E
R
UNSEALED
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
CONCRETE
FOOTPATHCONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CH
190.000
CH
200.000
CH
210.000
CH
211.231
CH
220.000
CH
227.435
CH
230.000
CH
240.000
CH
250.000
CH
256.158
CH
256.158
CH
298.063
CH
298.063
CH
300.000
CH
306.592
CH
310.000
CH
320.000
CH
320.973
CH
330.000
218-220
222
224
226
228
229219
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
MATCH NEW ROLLOVER KERB
& CHANNEL TO EXISTING
ROLLOVER KERB & CHANNEL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
190.000
CH
200.000
CH
210.000
CH
211.231
CH
220.000
CH
227.435
CH
230.000
CH
240.000
CH
250.000
CH
256.158
CH
256.158
CH
298.063
CH
298.063
CH
300.000
CH
306.592
CH
310.000
CH
320.000
CH
320.973
CH
330.000
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 190.000 - CH 330.000
CO
NT
IN
UE
D O
N S
HE
ET
5
CO
NT
IN
UE
D O
N S
HE
ET
3
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
03
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
E
X
W
E
X
W
E
X
W
EX
W
EX
W
EX
W
EX
W
EX
W
EX
W
/
/
/
/
R
I
V
L
1
0
A
T
1
.
6
VEHICLE X-OVER
U
N
S
E
A
L
E
D
V
E
H
IC
L
E
X
-O
V
E
R
BIT
UM
EN
VE
HIC
LE
X
-O
VE
R
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
CONCRETE
VEHICLE X-OVER
CONCRETE
VEHICLE X-OVER
BIT
UM
EN
VE
HIC
LE
X
-O
VE
R
C
O
N
C
R
E
T
E
F
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A
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CO
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RE
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FO
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PA
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C
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C
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F
O
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P
A
T
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CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CH
340.000
CH
350.000
CH
352.561
CH
356.592
CH
360.000
CH
370.000
CH
376.592
CH
379.354
CH
379.354
CH
428.901
CH
428.901
CH
429.854
CH
429.854
CH
440.000
C
H
4
5
0
.0
0
0
C
H
4
6
0
.0
0
0
C
H
4
6
9
.
5
3
3
C
H
4
6
9
.
5
3
3
C
H
4
8
0
.
0
0
0
C
H
4
8
5
.
9
1
6
C
H
4
8
5
.
9
1
6
C
H
4
9
0
.0
0
0
C
H
4
9
8
.3
2
7
C
H
4
9
8
.3
2
7
C
H
4
9
8
.3
2
7
C
H
5
0
0
.0
0
0
C
H
503.532
C
H
503.532
C
H
503.532
236
H
A
K
E
A
D
R
I
V
E
230
232
238
240
239
233
HOUSE DRAINS TO BE REGRADED TO
NEW 150Ø DRAINAGE PIPE BEHIND KERB
EXISTING CONCRETE CROSSOVER TO BE
SAWCUT, REMOVED AND REINSTATED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED TO
PROPERTY BOUNDARY AS DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED TO PROPERTY
BOUNDARY OR AS DIRECTED BY COUNCIL
MATCH NEW ROLLOVER KERB
& CHANNEL TO EXISTING
ROLLOVER KERB & CHANNEL
E
X
T
E
N
T
O
F
W
O
R
K
S
CONSTRUCT GRATED SIDE ENTRY PIT TO NEW
LEVELS IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD P3,
AND CONNECT EXISTING PIPES
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2
.
7
5
m
2
.
7
5
m
CH
340.000
CH
350.000
CH
352.561
CH
356.592
CH
360.000
CH
370.000
CH
376.592
CH
379.354
CH
379.354
CH
428.901
CH
428.901
CH
429.854
CH
429.854
CH
440.000
C
H
4
5
0
.0
0
0
C
H
4
6
0
.0
0
0
C
H
4
6
9
.
5
3
3
C
H
4
6
9
.
5
3
3
C
H
4
8
0
.
0
0
0
C
H
4
8
5
.
9
1
6
C
H
4
8
5
.
9
1
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C
H
4
9
0
.0
0
0
C
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4
9
8
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2
7
C
H
4
9
8
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2
7
C
H
4
9
8
.3
2
7
C
H
5
0
0
.0
0
0
C
H
503.532
C
H
503.532
C
H
503.532
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 340.000 - CH 503.532
CO
NT
IN
UE
D O
N S
HE
ET
6
CO
NT
IN
UE
D O
N S
HE
ET
4
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
05
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
//
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
B
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IC
K
P
A
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D
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W
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F
O
O
T
P
A
T
H
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CH
508.907
CH
508.907
CH
510.000
CH
520.401
CH
520.401
CH
530.000
CH
533.110
CH
533.110
CH
533.110
CH
540.000
C
H
550.000
C
H
551.292
C
H
551.292
C
H
551.292
C
H
5
6
0
.0
0
0
C
H
5
6
2
.3
6
7
C
H
5
6
2
.3
6
7
C
H
5
6
2
.3
6
7
C
H
5
7
0
.0
0
0
C
H
5
7
2
.1
9
9
C
H
5
7
2
.1
9
9
C
H
5
8
0
.0
0
0C
H
5
8
0
.8
6
1
C
H
5
8
0
.8
6
1
C
H
5
9
0
.0
0
0
C
H
5
9
4
.1
7
2
C
H
5
9
4
.1
7
2
C
H
5
9
4
.1
7
2
C
H
600.000
CH
605.512
CH
605.512
CH
605.512
CH
610.000
CH
620.000
CH
622.848
CH
622.848
CH
630.000
CH
640.000
CH
650.000
240
242
244
246
248250
252
251
243
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED TO BACK OF EXISTING
FOOTPATH OR AS DIRECTED BY COUNCIL
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED TO
BACK OF FOOTPATH AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
508.907
CH
508.907
CH
510.000
CH
520.401
CH
520.401
CH
530.000
CH
533.110
CH
533.110
CH
533.110
CH
540.000
C
H
550.000
C
H
551.292
C
H
551.292
C
H
551.292
C
H
5
6
0
.0
0
0
C
H
5
6
2
.3
6
7
C
H
5
6
2
.3
6
7
C
H
5
6
2
.3
6
7
C
H
5
7
0
.0
0
0
C
H
5
7
2
.1
9
9
C
H
5
7
2
.1
9
9
C
H
5
8
0
.0
0
0C
H
5
8
0
.8
6
1
C
H
5
8
0
.8
6
1
C
H
5
9
0
.0
0
0
C
H
5
9
4
.1
7
2
C
H
5
9
4
.1
7
2
C
H
5
9
4
.1
7
2
C
H
600.000
CH
605.512
CH
605.512
CH
605.512
CH
610.000
CH
620.000
CH
622.848
CH
622.848
CH
630.000
CH
640.000
CH
650.000
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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.
CO
NT
IN
UE
D O
N S
HE
ET
7
CO
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IN
UE
D O
N S
HE
ET
5
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
06
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
LAYOUT PLAN CH 508.907 - CH 640.000
-
EX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX G
EX G
EX G
EX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX TEX T
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
EX W
EX W
EX W
EX W
EX WEX W
EX W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
G
E
X
G
E
X
G
EX
G
E
X
G
E
X
G
E
X
G
E
X
G
// /
//
//
/
/
/
/
/
/ / / /
/
/
/
/ / / / / // /
/ / //
// /
/
/
/
/
/
/
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
B
IT
U
M
E
N
V
E
H
IC
L
E
X
-O
V
E
R
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
CARPARK
CONCRETE
FOOTPATH
CH
650.000
CH
660.000
CH
665.794
CH
670.000
CH
680.000
CH
690.000
CH
700.000
CH
710.593
CH
710.593
CH
720.000
CH
730.000
C
H
7
4
0
.0
0
0
C
H
7
4
5
.0
0
0
C
H
7
8
3
.
2
6
1
C
H
7
8
3
.
2
6
1
C
H
7
8
3
.
2
6
1
C
H
7
9
0
.
0
0
0 C
H
7
9
6
.
7
7
6
C
H
7
9
6
.
7
7
6
C
H
8
0
0
.
0
0
0
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
MATCH NEW ROLLOVER KERB & CHANNEL
LEVELS TO EXISTING BARRIER KERB &
CHANNEL AND TRANSITION OVER 1m
REINSTATE LANE ARROW PAVEMENT MARKINGS AND
LANE DIVIDERS AS SHOWN IN ACCORDANCE WITH
VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
E
X
T
E
N
T
O
F
W
O
R
K
S
PROVIDE DASHED EDGELINE ACROSS
INTERSECTION IN ACCORDANCE WITH VICROADS
TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, 1.0m DASH WITH 3.0m GAP)
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
650.000
CH
660.000
CH
665.794
CH
670.000
CH
680.000
CH
690.000
CH
700.000
CH
710.593
CH
710.593
CH
720.000
CH
730.000
C
H
7
4
0
.0
0
0
C
H
7
4
5
.0
0
0
C
H
7
8
3
.
2
6
1
C
H
7
8
3
.
2
6
1
C
H
7
8
3
.
2
6
1
C
H
7
9
0
.
0
0
0 C
H
7
9
6
.
7
7
6
C
H
7
9
6
.
7
7
6
C
H
8
0
0
.
0
0
0
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 650.000 - CH 790.000
CO
NT
IN
UE
D O
N S
HE
ET
8
CO
NT
IN
UE
D O
N S
HE
ET
6
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
07
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
E
X
G
E
X
G
E
X
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX T
EX T
EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX W EX W EX W EX W EX W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
EX WEX W EX W
EX W EX WEX W EX W
EX W EX WEX W EX W
EX W EX W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
/
/
/
/
/
/
/
UNSEALED
VEHICLE X-OVER
BITUMEN
CARPARK
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
B
I
T
U
M
E
N
F
O
O
T
P
A
T
H
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
CH
790.000
CH
796.776
CH
796.776
CH
800.000
CH
810.000
CH
820.000
CH
830.000
CH
840.000
CH
848.448
CH
848.448
CH
887.796
CH
887.796
CH
890.000
CH
900.000
CH
901.118
CH
904.517
CH
910.000
CH
920.000
CH
930.000
CH
940.000
CONSTRUCT NEW GRATED SIDE ENTRY PIT TO NEW LEVELS IN
ACCORDANCE WITH THE SHIRE OF YARRA RANGES STANDARD
DRAWING SD P3, AND CONNECT EXISTING 450Ø PIPE
EXISTING BITUMEN CHILDRENS CROSSING PRAM
CROSSING TO BE SAWCUT AND RECONSTRUCTED
OVER A MINIMUM OF 2m ACCORDING TO THE SHIRE
OF YARRA RANGES STANDARD DRAWING SD B4
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
MATCH NEW ROLLOVER KERB & CHANNEL
LEVELS TO EXISTING BARRIER KERB &
CHANNEL AND TRANSITION OVER 1m
MATCH NEW ROLLOVER KERB & CHANNEL
LEVELS TO EXISTING BARRIER KERB &
CHANNEL AND TRANSITION OVER 1m
EXISTING BITUMEN CHILDRENS CROSSING PRAM
CROSSING TO BE SAWCUT AND RECONSTRUCTED
OVER A MINIMUM OF 3m ACCORDING TO THE SHIRE
OF YARRA RANGES STANDARD DRAWING SD B4
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE GIVE WAY STATCON CONTINUITY LINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(150mm WIDE, 600mm DASH WITH 600mm GAP)
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE WITH
VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN)
PROVIDE STOP LINES AND CROSSWALK LINE FOR A
CHILDRENS CROSSING IN ACCORDANCE WITH VICROADS
TRAFFIC ENGINEERING MANUAL VOL 1.
(STOP LINE 600mm WIDE, CROSSWALK LINE 150mm WIDE)
PROVIDE "KEEP CLEAR" AND TRANSVERSE LINES ON SOUTH
BOUND LANE IN ACCORDANCE WITH VICROADS TRAFFIC
ENGINEERING MANUAL VOL 2.
2.75 m
2.75 m
CH
790.000
CH
796.776
CH
796.776
CH
800.000
CH
810.000
CH
820.000
CH
830.000
CH
840.000
CH
848.448
CH
848.448
CH
887.796
CH
887.796
CH
890.000
CH
900.000
CH
901.118
CH
904.517
CH
910.000
CH
920.000
CH
930.000
CH
940.000
T#9
T#10
T#7
T#8
T#12
T#14
T#11
T#6
T#5
T#4
T#3
T#2
T#1
T#15
T#16
T#22
T#17
T#18
T#19
T#21
T#23
T#24
T#25
REMOVE TREE #24
REMOVE
TREE #21
T#26
T#27
T#13
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 790.000 - CH 940.000
CO
NT
IN
UE
D O
N S
HE
ET
9
CO
NT
IN
UE
D O
N S
HE
ET
7
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
08
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
E
X
T
EX T EX T EX T EX T EX T EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX W EX WEX W EX W EX W EX W EX W EX W EX W EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX WEX W EX W EX W
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
H
U
N
S
E
A
L
E
D
P
A
T
H
UNSEALED PATH
CH
950.000
CH
960.000
CH
970.022
CH
980.000
CH
984.615
CH
990.000
CH
996.072
CH
1000.000
CH
1010.000
CH
1013.081
CH
1020.000
CH
1030.000
CH
1036.072
CH
1040.000
CH
1050.000
CH
1051.914
CH
1051.914
CH
1057.593
CH
1057.593
CH
1057.593
CH
1060.000
CH
1060.542
CH
1060.542
CH
1070.000
CH
1073.469
CH
1073.469
CH
1080.000
CH
1080.912
CH
1080.912
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 5m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
950.000
CH
960.000
CH
970.022
CH
980.000
CH
984.615
CH
990.000
CH
996.072
CH
1000.000
CH
1010.000
CH
1013.081
CH
1020.000
CH
1030.000
CH
1036.072
CH
1040.000
CH
1050.000
CH
1051.914
CH
1051.914
CH
1057.593
CH
1057.593
CH
1057.593
CH
1060.000
CH
1060.542
CH
1060.542
CH
1070.000
CH
1073.469
CH
1073.469
CH
1080.000
CH
1080.912
CH
1080.912
T#28
T#29
T#31
T#30
T#33T#32
T#34 T#35
REMOVE TREES
#30, #31, #32 & #33
T#76
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 950.000 - CH 1081.959
CO
NT
IN
UE
D O
N S
HE
ET
1
0
CO
NT
IN
UE
D O
N S
HE
ET
8
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
09
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX T
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
EX
T
EX
T
EX
T
E
X
T
E
X
T
EX T EX T EX T EX T EX T EX T EX T EX T EX T
E
X
T
E
X
T
E
X
T
EX W EX W EX W EX W EX WEX W EX W EX W EX W EX W EX W EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
/
/
/
/
/
UNSEALED
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER CONCRETE
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED PATH
UNSEALED PATH UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
UN
SE
ALE
D P
AT
H
U
N
S
E
A
LE
D
P
A
TH
UNSEALED PATH
UNSEALED PATH
CH
1084.865
CH
1089.659
CH
1089.659
CH
1090.000
CH
1092.721
CH
1092.721
CH
1100.000
CH
1110.000
CH
1112.070
CH
1120.000
CH
1126.608
CH
1126.608
CH
1130.000
CH
1134.412
CH
1134.412
CH
1140.000
CH
1146.935
CH
1146.935
CH
1150.000
CH
1160.000
CH
1164.512
CH
1164.512
CH
1170.000
CH
1180.000
CH
1190.563
CH
1190.563
CH
1192.752
CH
1192.752
CH
1192.752
CH
1200.000
CH
1207.031
CH
1207.031
CH
1210.000
CH
1217.517
CH
1220.000
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
EXISTING CONCRETE CROSSOVER TO BE
SAWCUT, REMOVED AND REINSTATED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
1084.865
CH
1089.659
CH
1089.659
CH
1090.000
CH
1092.721
CH
1092.721
CH
1100.000
CH
1110.000
CH
1112.070
CH
1120.000
CH
1126.608
CH
1126.608
CH
1130.000
CH
1134.412
CH
1134.412
CH
1140.000
CH
1146.935
CH
1146.935
CH
1150.000
CH
1160.000
CH
1164.512
CH
1164.512
CH
1170.000
CH
1180.000
CH
1190.563
CH
1190.563
CH
1192.752
CH
1192.752
CH
1192.752
CH
1200.000
CH
1207.031
CH
1207.031
CH
1210.000
CH
1217.517
CH
1220.000
T#77
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1085.912 - CH 1218.565
CO
NT
IN
UE
D O
N S
HE
ET
1
1
CO
NT
IN
UE
D O
N S
HE
ET
9
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
10
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
E
X
G
E
X
G
EX TEX T EX T EX T EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX T
EX T
EX T
EX TEX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX
W
EX
W
EX
W
EX
W
EX
W
EX
W
EX
W
EX W
/
/
/
/
/
/
/
/
/
/
/
/
/
L
6
A
T
1
.
6
O
S
1
.
8
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
VEHICLE X-OVER
CONCRETE
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
H
UNSEALED PATH
UNSEALED PATH
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
H
U
N
S
E
A
L
E
D
P
A
T
H
UN
SE
ALE
D P
AT
H
CH
1230.000
CH
1240.000
CH
1250.000
CH
1260.000
CH
1263.117
CH
1270.000
CH
1276.059
CH
1280.000
CH
1290.000
CH
1300.000
CH
1302.640
CH
1310.000
CH
1320.000
CH
1330.000
CH
1331.736
CH
1331.736
CH
1339.873
CH
1339.873
CH
1343.514
CH
1343.514
CH
1349.109
CH
1349.109
CH
1349.109
CH
1360.000
CH
1370.000
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
OVERLAY EXISTING SIDE ROAD A MINIMUM
2m FROM NEW EDGELINE OR AS DIRECTED
BY COUNCIL. PROFILE EXISTING ASPHALT
BY A MINIMUM OF 30mm AND MATCH NEW
ASPHALT LEVELS TO EXISTING LEVELS
EXISTING CONCRETE CROSSOVER TO BE
SAWCUT, REMOVED AND REINSTATED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 5m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
1230.000
CH
1240.000
CH
1250.000
CH
1260.000
CH
1263.117
CH
1270.000
CH
1276.059
CH
1280.000
CH
1290.000
CH
1300.000
CH
1302.640
CH
1310.000
CH
1320.000
CH
1330.000
CH
1331.736
CH
1331.736
CH
1339.873
CH
1339.873
CH
1343.514
CH
1343.514
CH
1349.109
CH
1349.109
CH
1349.109
CH
1360.000
CH
1370.000
T#36
T#37
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1230.000 - CH 1370.000
CO
NT
IN
UE
D O
N S
HE
ET
1
2
CO
NT
IN
UE
D O
N S
HE
ET
1
0
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
11
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
E
X
G
E
X
G
E
X
G
E
X
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX T EX T
EX
T
EX
T
EX
T
EX
T
EX
T
EX
T
EX T EX TEX T EX T
EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX T EX T EX T EX T EX T EX T EX T EX T
EX T
EX T
EX T
EX T
EX T EX T EX T
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX WEX W
EX W
EX W
EX W
EX WEX W EX W
L
6
A
T
1
.
6
BITU
ME
N
VEHICLE X-OVER
B
ITU
M
E
N
V
E
H
IC
LE
X
-O
V
E
R
B
IT
U
M
E
N
V
E
H
IC
L
E
X
-O
V
E
R
BIT
UM
EN
VE
HIC
LE X
-OV
ER
B
IT
U
M
E
N
V
E
H
IC
L
E
X
-O
V
E
R
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
UN
SEALED PATH
UNSEALED PATH
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
H
U
N
S
E
A
LE
D
P
A
TH
UNSEALED PATH
CH
1380.000
CH
1390.000
C
H
1400.000
C
H
1402.362
C
H
1402.362
C
H
1410.000
C
H
1420.000
C
H
1430.000
C
H
1440.000
C
H
1450.000
C
H
1452.207
C
H
1452.207
CH
1460.000
CH
1470.000
CH
1471.117
CH
1471.117
CH
1471.117
CH
1501.691
CH
1501.691
CH
1501.691
C
H
1
5
1
0
.0
0
0
C
H
1
5
1
9
.
7
4
8
C
H
1
5
1
9
.
7
4
8
C
H
1
5
3
0
.
0
0
0
REMOVE & DISPOSE OF
EXISTING 300Ømm PIPE
CONSTRUCT NEW GRATED SIDE ENTRY PIT TO NEW LEVELS IN
ACCORDANCE WITH THE SHIRE OF YARRA RANGES STANDARD
DRAWING SD P3, AND CONNECT NEW 300Ø PIPE
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROFILE EXISTING ASPHALT BY A MINIMUM
OF 30mm AND MATCH NEW ASPHALT
LEVELS TO EXISTING LEVELS
MATCH NEW KERB TO EXISTING LEVELS
AND RESHAPE SURROUNDING AREA TO
DIRECT SURFACE WATER TO KERB INVERT
MATCH NEW KERB TO EXISTING LEVELS
AND RESHAPE SURROUNDING AREA TO
DIRECT SURFACE WATER TO KERB INVERT
E
X
T
E
N
T
O
F
W
O
R
K
S
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CONSTRUCT NEW GRATED SIDE ENTRY PIT TO NEW LEVELS IN
ACCORDANCE WITH THE SHIRE OF YARRA RANGES STANDARD
DRAWING SD P3, AND CONNECT NEW 300Ø PIPE
CH
1380.000
CH
1390.000
C
H
1400.000
C
H
1402.362
C
H
1402.362
C
H
1410.000
C
H
1420.000
C
H
1430.000
C
H
1440.000
C
H
1450.000
C
H
1452.207
C
H
1452.207
CH
1460.000
CH
1470.000
CH
1471.117
CH
1471.117
CH
1471.117
CH
1501.691
CH
1501.691
CH
1501.691
C
H
1
5
1
0
.0
0
0
C
H
1
5
1
9
.
7
4
8
C
H
1
5
1
9
.
7
4
8
C
H
1
5
3
0
.
0
0
0
T#37
T#38
T#39
T#40
T#41
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1380.000 - CH 1530.000
CO
NT
IN
UE
D O
N S
HE
ET
1
3
CO
NT
IN
UE
D O
N S
HE
ET
1
1
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
12
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX WEX W
EX WEX W
EX WEX W
C
O
N
C
R
E
T
E
V
E
H
I
C
L
E
X
-
O
V
E
R
B
IT
U
M
E
N
V
E
H
IC
L
E
X
-O
V
E
R
UNSEALED
VEHICLE X-OVER
UNSEALED PATH
UNSEALED PATH
UN
SE
ALE
D P
AT
H
UN
SE
ALE
D P
AT
H
UNSEALED PATH
C
H
1
5
3
6
.
4
5
5
C
H
1
5
3
6
.
4
5
5
C
H
1
5
4
0
.
0
0
0
C
H
1
5
5
0
.0
0
0
C
H
1
5
6
0
.0
0
0
C
H
1570.000
C
H
1572.756
C
H
1572.756
C
H
1580.000
C
H
1589.498
C
H
1589.498
CH
1600.000
CH
1610.000
CH
1620.000
CH
1628.618
CH
1628.618
CH
1630.000
CH
1640.000
CH
1650.000
CH
1654.818
CH
1654.818
CH
1660.000
CH
1670.000
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
EXISTING LIGHT POLE OFFSET 675mm
FROM NEW BACK OF KERB
2.75 m
2.75 m
C
H
1
5
3
6
.
4
5
5
C
H
1
5
3
6
.
4
5
5
C
H
1
5
4
0
.
0
0
0
C
H
1
5
5
0
.0
0
0
C
H
1
5
6
0
.0
0
0
C
H
1570.000
C
H
1572.756
C
H
1572.756
C
H
1580.000
C
H
1589.498
C
H
1589.498
CH
1600.000
CH
1610.000
CH
1620.000
CH
1628.618
CH
1628.618
CH
1630.000
CH
1640.000
CH
1650.000
CH
1654.818
CH
1654.818
CH
1660.000
CH
1670.000
REMOVE TREE FROM
ROAD CLEARANCE
ENVELOPE (TREE #78)
T#43
T#44
T#45
T#46
T#47
T#48
REMOVE TREES
#42 AND #43)
T#78
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1537.502 - CH 1670.000
CO
NT
IN
UE
D O
N S
HE
ET
1
4
CO
NT
IN
UE
D O
N S
HE
ET
1
2
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
13
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
EX
G
E
X
G
EX
G
E
X
G
EX G
EX G
EX G
EX WEX W
EX WEX W
EX WEX W
EX WEX W
EX WEX W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
/
/
o
p
e
n
d
r
a
i
n
c
o
v
e
r
e
d
i
n
s
h
r
u
b
p
i
p
e
l
o
c
a
t
i
o
n
u
n
k
n
o
w
n
f
i
l
l
UNSEALED
VEHICLE X-OVER
CO
NC
RE
TE
VE
HIC
LE
X-O
VE
R
CONCRETE
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
U
N
S
E
A
L
E
D
P
A
T
H
U
N
S
E
A
L
E
D
P
A
T
H
UNSEALED PATH
U
N
S
E
A
LE
D
P
A
TH
UNSEALED PATH
CH
1680.000
CH
1690.000
CH
1697.947
CH
1697.947
CH
1697.947
CH
1700.000
CH
1710.000
CH
1718.946
CH
1718.946
CH
1724.000
CH
1730.000
CH
1740.000
CH
1750.000
CH
1760.000
CH
1770.000
CH
1780.000
CH
1790.000
CH
1792.508
CH
1792.508
CH
1793.759
CH
1793.759
CH
1793.759
CH
1818.834
CH
1818.834
CH
1818.834
CH
1820.000
15.00m
EXISTING CONCRETE CROSSOVER TO BE
SAWCUT, REMOVED AND REINSTATED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE
SAWCUT, REMOVED AND REINSTATED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 3m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT
AND RECONSTRUCTED OR ASPHALT OVERLAYED
OVER A MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROFILE EXISTING ASPHALT BY A MINIMUM
OF 30mm AND MATCH NEW ASPHALT
LEVELS TO EXISTING LEVELS
MATCH NEW KERB TO EXISTING LEVELS
AND RESHAPE SURROUNDING AREA TO
DIRECT SURFACE WATER TO KERB INVERT
MATCH NEW KERB TO EXISTING LEVELS
AND RESHAPE SURROUNDING AREA TO
DIRECT SURFACE WATER TO KERB INVERT
EX
TE
NT
OF
W
OR
KS
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
28
CH
1680.000
CH
1690.000
CH
1697.947
CH
1697.947
CH
1697.947
CH
1700.000
CH
1710.000
CH
1718.946
CH
1718.946
CH
1724.000
CH
1730.000
CH
1740.000
CH
1750.000
CH
1760.000
CH
1770.000
CH
1780.000
CH
1790.000
CH
1792.508
CH
1792.508
CH
1793.759
CH
1793.759
CH
1793.759
CH
1818.834
CH
1818.834
CH
1818.834
CH
1820.000
T#49
T#50
T#51
T#52
T#53
T#54
T#56
T#57
T#58
T#55
T#60
T#61
T#59
REMOVE TREES
#49 AND #50)
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1680.000 - CH 1819.881
CO
NT
IN
UE
D O
N S
HE
ET
1
5
CO
NT
IN
UE
D O
N S
HE
ET
1
3
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
14
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX G
EX GEX G
EX GEX G
EX GEX G
EX G
EX G
EX G
EX
T
EX
T
EX
TEX W EX W EX W EX W EX W EX W EX W
EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
B
R
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
UNSEALED
VEHICLE X-OVER
UNSEALED PATH
UNSEALED PATH
UN
SE
ALE
D P
ATH
CH
1820.000
CH
1830.000
CH
1840.000
CH
1850.000
CH
1851.576
CH
1851.576
CH
1851.576
CH
1860.000
CH
1870.000
CH
1880.000
CH
1884.072
CH
1884.072
CH
1890.000
CH
1899.157
CH
1899.157
CH
1910.000
CH
1920.000
CH
1930.000
CH
1940.000
CH
1944.485
CH
1944.485
CH
1950.000
CH
1956.229
CH
1956.229
CH
1960.000
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
1820.000
CH
1830.000
CH
1840.000
CH
1850.000
CH
1851.576
CH
1851.576
CH
1851.576
CH
1860.000
CH
1870.000
CH
1880.000
CH
1884.072
CH
1884.072
CH
1890.000
CH
1899.157
CH
1899.157
CH
1910.000
CH
1920.000
CH
1930.000
CH
1940.000
CH
1944.485
CH
1944.485
CH
1950.000
CH
1956.229
CH
1956.229
CH
1960.000
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1830.000 - CH 1960.000
CO
NT
IN
UE
D O
N S
HE
ET
1
6
CO
NT
IN
UE
D O
N S
HE
ET
1
4
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
15
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G
EX GEX G
EX GEX G
EX G
EX G
EX GEX G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX
G
EX G EX G EX G EX G EX G EX G EX G
EX G EX G EX G EX G EX G EX G EX G EX G
EX T EX TEX T
EX TEX T
EX TEX T
EX TEX T
EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX
W
EX
W
EX
W
EX
W
EX
W
E
X
W
E
X
W
E
X
W
E
X
W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX T
EX T
EX T
EX T
EX T
EX T
EX T EX T EX T EX T EX T
D
E
N
C
E
S
H
R
U
B
UNSEALED
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
BITUMEN
VEHICLE X-OVER
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
U
N
S
E
A
L
E
D
V
E
H
IC
L
E
X
-O
V
E
R
UNSEALED
VEHICLE X-OVER
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
H
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
HUNSEALED PATH
U
N
S
E
A
LE
D
P
A
TH
D
E
N
S
E
S
H
R
U
B
DENSE BLACK
BERRIES
OBSTRUCTING
SURVEY
CH
1970.000
CH
1978.831
CH
1978.831
CH
1978.831
CH
1983.000
CH
1988.284
CH
1988.284
CH
1988.284
CH
1990.000
CH
1992.122
CH
1992.122
CH
2000.000
CH
2010.000
CH
2012.180
CH
2012.180
CH
2020.000
CH
2030.000
CH
2040.874
CH
2040.874
CH
2050.000
CH
2060.000
CH
2067.759
CH
2070.000
CH
2080.000
CH
2083.623
CH
2085.858
CH
2085.858
CH
2090.000
CH
2100.000
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
OVERLAY EXISTING SIDE ROAD A MINIMUM
2m FROM NEW EDGELINE OR AS DIRECTED
BY COUNCIL. PROFILE EXISTING ASPHALT
BY A MINIMUM OF 30mm AND MATCH NEW
ASPHALT LEVELS TO EXISTING LEVELS
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 3m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 3m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
1970.000
CH
1978.831
CH
1978.831
CH
1978.831
CH
1983.000
CH
1988.284
CH
1988.284
CH
1988.284
CH
1990.000
CH
1992.122
CH
1992.122
CH
2000.000
CH
2010.000
CH
2012.180
CH
2012.180
CH
2020.000
CH
2030.000
CH
2040.874
CH
2040.874
CH
2050.000
CH
2060.000
CH
2067.759
CH
2070.000
CH
2080.000
CH
2083.623
CH
2085.858
CH
2085.858
CH
2090.000
CH
2100.000
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 1970.000 - CH 2100.000
CO
NT
IN
UE
D O
N S
HE
ET
1
7
CO
NT
IN
UE
D O
N S
HE
ET
1
5
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
16
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX
W
EX
W
EX
W
EX
W
EX
W
EX
W
EX W EX WEX W
EX WEX W EX W
EX WEX W EX W
EX WEX W
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
UNSEALED
VEHICLE X-OVER
UN
SE
ALE
D
VE
HIC
LE X
-OV
ER
BITUMEN
VEHICLE X-OVER
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
DEN
SE BU
SH A
ND
BLACKBERRIES
OBSTR
UC
TING
SURVEY
D
E
N
S
E
B
U
S
H
O
B
S
T
R
U
C
T
IN
G
S
U
R
V
E
Y
DENSE BUSH AND
BLACKBERRIES
OBSTRUCTING SURVEY
BITUMEN
VEHICLE X-OVER
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED PATH
U
N
S
E
A
L
E
D
P
A
T
H
CH
2110.000
CH
2110.083
CH
2110.083
CH
2120.000
CH
2130.000
CH
2140.000
CH
2150.000
CH
2154.048
CH
2158.291
CH
2158.291
CH
2164.000
CH
2170.000
C
H
2176.000
C
H
2180.936
C
H
2180.936
C
H
2189.465
C
H
2189.465
CH
2195.000
CH
2201.362
CH
2201.362
CH
2210.000
CH
2216.422
CH
2220.000
CH
2230.000
CH
2235.000
CH
2236.021
CH
2236.818
CH
2236.818
CH
2240.000
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
2110.000
CH
2110.083
CH
2110.083
CH
2120.000
CH
2130.000
CH
2140.000
CH
2150.000
CH
2154.048
CH
2158.291
CH
2158.291
CH
2164.000
CH
2170.000
C
H
2176.000
C
H
2180.936
C
H
2180.936
C
H
2189.465
C
H
2189.465
CH
2195.000
CH
2201.362
CH
2201.362
CH
2210.000
CH
2216.422
CH
2220.000
CH
2230.000
CH
2235.000
CH
2236.021
CH
2236.818
CH
2236.818
CH
2240.000
REMOVE TREE FROM
ROAD CLEARANCE
ENVELOPE (TREE #79)
T#64
T#63
T#79
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 2111.130 - CH 2240.000
CO
NT
IN
UE
D O
N S
HE
ET
1
8
CO
NT
IN
UE
D O
N S
HE
ET
1
6
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
17
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
-
EX G
EX
G
EX
G
EX
G
EX
GE
X
G
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E
E
X
E
E
X
E
E
X
E
E
X
E
E
X
E
E
X
E
EX
E
EX
E
EX
E
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX W EX W EX W
EX WEX W
EX W EX WEX W
EX WEX W EX W
EX WEX W
EX W EX WEX W
EX WEX W EX W
EX WEX W EX W
EX WEX W
EX W EX W
EX
W
EX W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX SEX S EX S
EX SEX S EX S
EX SEX S EX S
EX SEX S EX S
E
X
S
E
X
S
E
X
S
E
X
S
E
X
S
E
X
S
B
R
g
r
/
b
i
t
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
VEHICLE X-OVER
D
E
N
S
E
B
U
S
H
O
B
S
T
R
U
C
T
I
N
G
S
U
R
V
E
Y
D
E
N
S
E
B
U
S
H
A
N
D
B
L
A
C
K
B
E
R
R
I
E
S
O
B
S
T
R
U
C
T
I
N
G
S
U
R
V
E
Y
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
VEHICLE X-OVER
D
E
N
S
E
B
U
S
H
O
B
S
T
R
U
C
T
I
N
G
S
U
R
V
E
Y
B
IT
U
M
E
N
A
N
D
U
N
S
E
A
LE
D
V
E
H
IC
LE
X
-O
V
E
R
U
N
S
E
A
L
E
D
P
A
T
H
U
N
S
E
A
L
E
D
P
A
T
H
UNSEALED PATH
UNSEALED PATH
CH
2250.000
C
H
2
2
5
5
.0
0
0
C
H
2
2
6
0
.5
7
7
C
H
2
2
6
0
.5
7
7
C
H
2
2
6
0
.5
7
7
C
H
2
2
6
2
.9
3
9
C
H
2
2
6
2
.9
3
9
C
H
2
2
7
0
.0
0
0
C
H
2
2
7
4
.3
5
1
C
H
2
2
7
4
.3
5
1
C
H
2
2
8
0
.0
0
0
CH
2290.000
CH
2300.000
CH
2305.000
CH
2310.115
CH
2310.115
CH
2320.000
CH
2329.534
CH
2329.534
CH
2332.579
CH
2332.579
CH
2332.579
CH
2340.000
C
H
2350.000
C
H
2
3
5
8
.2
5
0
C
H
2
3
5
8
.2
5
0
C
H
2
3
6
0
.0
0
0
C
H
2
3
6
5
.0
0
0
C
H
2
3
7
1
.0
3
9
C
H
2
3
7
1
.0
3
9
CH
2380.000
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
CONSTRUCT NEW GRATED SIDE ENTRY PIT TO NEW LEVELS IN
ACCORDANCE WITH THE SHIRE OF YARRA RANGES STANDARD
DRAWING SD P3, AND CONNECT EXISTING 300Ø PIPE
OVERLAY EXISTING SIDE ROAD A MINIMUM
2m FROM NEW EDGELINE OR AS DIRECTED
BY COUNCIL. PROFILE EXISTING ASPHALT
BY A MINIMUM OF 30mm AND MATCH NEW
ASPHALT LEVELS TO EXISTING LEVELS
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 2m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 2m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2
.7
5
m
2
.7
5
m
CH
2250.000
C
H
2
2
5
5
.0
0
0
C
H
2
2
6
0
.5
7
7
C
H
2
2
6
0
.5
7
7
C
H
2
2
6
0
.5
7
7
C
H
2
2
6
2
.9
3
9
C
H
2
2
6
2
.9
3
9
C
H
2
2
7
0
.0
0
0
C
H
2
2
7
4
.3
5
1
C
H
2
2
7
4
.3
5
1
C
H
2
2
8
0
.0
0
0
CH
2290.000
CH
2300.000
CH
2305.000
CH
2310.115
CH
2310.115
CH
2320.000
CH
2329.534
CH
2329.534
CH
2332.579
CH
2332.579
CH
2332.579
CH
2340.000
C
H
2350.000
C
H
2
3
5
8
.2
5
0
C
H
2
3
5
8
.2
5
0
C
H
2
3
6
0
.0
0
0
C
H
2
3
6
5
.0
0
0
C
H
2
3
7
1
.0
3
9
C
H
2
3
7
1
.0
3
9
CH
2380.000
T#65
T#66
T#67T#68
T#69
T#70
COUNCIL APPOINTED
ARBORIST SUPERVISION
REQUIRED DURING
EXCAVATION WITHIN TREE
PROTECTION ZONES OF
TREES #69 AND #70
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 2250.000 - CH 2380.000
CO
NT
IN
UE
D O
N S
HE
ET
1
9
CO
NT
IN
UE
D O
N S
HE
ET
1
7
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
18
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G
EX
G
EX
G
EX
G
EX
G
EX
G
EX G EX GEX G
EX G
EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E EX E
EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
E
X
W
E
X
W
E
X
W
E
X
W
EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W
EX S EX SEX S
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
B
I
T
U
M
E
N
V
E
H
I
C
L
E
X
-
O
V
E
R
BITUMEN AND
UNSEALED VEHICLE
X-OVER
B
IT
U
M
E
N
V
E
H
IC
LE
X
-O
V
E
R
CH
2390.000
CH
2396.000
CH
2401.641
CH
2401.641
CH
2401.641
CH
2403.564
CH
2403.564
CH
2410.000
CH
2416.000
CH
2420.547
CH
2420.547
CH
2426.764
CH
2426.764
CH
2426.764
CH
2430.000
CH
2436.000
CH
2441.195
CH
2441.195
CH
2450.000
CH
2460.000
CH
2466.000
CH
2471.276
CH
2471.276
CH
2480.000
CH
2487.457
CH
2487.457
CH
2493.000
CH
2500.000
CH
2510.000
CH
2520.000
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
REMOVE & DISPOSE OF
EXISTING DRIVEWAY CULVERT
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 10m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 10m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
RECONSTRUCTED OR ASPHALT OVERLAYED OVER A
MINIMUM OF 1m AS DIRECTED BY COUNCIL
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CH
2390.000
CH
2396.000
CH
2401.641
CH
2401.641
CH
2401.641
CH
2403.564
CH
2403.564
CH
2410.000
CH
2416.000
CH
2420.547
CH
2420.547
CH
2426.764
CH
2426.764
CH
2426.764
CH
2430.000
CH
2436.000
CH
2441.195
CH
2441.195
CH
2450.000
CH
2460.000
CH
2466.000
CH
2471.276
CH
2471.276
CH
2480.000
CH
2487.457
CH
2487.457
CH
2493.000
CH
2500.000
CH
2510.000
CH
2520.000
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 2390.000 - CH 2520.000
CO
NT
IN
UE
D O
N S
HE
ET
2
0
CO
NT
IN
UE
D O
N S
HE
ET
1
8
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
19
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
EX G EX G EX G EX G
EX G EX GEX G
EX G EX GEX G
EX G EX GEX G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
E
X
G
EX
E
EX
E
EX
E
EX
E
EX
E
E
X
T
EX
T
EX
T
EX
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
E
X
T
EX
T
EX
T
EX
T
EX
T
E
X
T
E
X
T
E
X
T
EX T EX T EX T EX T EX T
EX W EX W EX W EX W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
EX W EX W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
E
X
W
EX W EX W EX W EX W
/
/
/
/
/
/
//
/
/
/
/
////
/
/
/
/
/
/
/
/
/
G
A
T
E
E
N
D
U
N
S
E
A
L
E
D
V
E
H
I
C
L
E
X
-
O
V
E
R
UNSEALED
VEHICLE X-OVER
D
E
N
S
E
B
U
S
H
O
B
S
T
R
U
C
T
I
N
G
S
U
R
V
E
Y
D
E
N
S
E
B
U
S
H
O
B
S
T
R
U
C
T
I
N
G
S
U
R
V
E
Y
G
R
O
U
P
O
F
L
A
R
G
E
A
N
D
S
M
A
L
L
T
R
E
E
S
C
O
N
C
R
E
T
E
F
O
O
T
P
A
T
H
CONCRETE
FOOTPATH
B
IT
U
M
E
N
R
O
A
D
C
H
2575.486
CH
2529.679
CH
2529.679
CH
2534.000
CH
2540.000
CH
2550.000
CH
2556.000
CH
2561.401
CH
2561.401
CH
2564.007
CH
2564.007
EX
TE
NT
O
F W
OR
KS
REMOVE & DISPOSE OF
EXISTING 300Ømm PIPE
CONSTRUCT NEW GRATED SIDE ENTRY PIT TO NEW LEVELS
IN ACCORDANCE WITH THE SHIRE OF YARRA RANGES
STANDARD DRAWING SD P3, AND CONNECT NEW 300Ø PIPE
CONSTRUCT NEW GRATED SIDE ENTRY PIT WITH V NOTCH TO NEW LEVELS IN GENERAL
ACCORDANCE WITH THE SHIRE OF YARRA RANGES STANDARD DRAWING SD P3 & SD P5, AND
CONNECT NEW 300Ø PIPE. RESHAPE EXISTING TABLE DRAIN TO ALIGN WITH V NOTCH OF PIT
PROVIDE GIVE WAY STATCON LINE IN ACCORDANCE WITH
VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(300mm WIDE, 600mm DASH WITH 600mm GAP)
39
MATCH NEW KERB TO EXISTING LEVELS
AND RESHAPE SURROUNDING AREA TO
DIRECT SURFACE WATER TO KERB INVERT
PROFILE EXISTING ASPHALT BY A MINIMUM
OF 30mm AND MATCH NEW ASPHALT
LEVELS TO EXISTING LEVELS
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 1m FROM NEW BACK OF KERB
RECONSTRUCT GRAVEL CROSSOVER WITH
20mm CLASS 2 CRUSHED ROCK A MINIMUM
OF 8m FROM NEW BACK OF KERB
PROVIDE SINGLE SOLID CENTRELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
PROVIDE SINGLE SOLID EDGELINE IN ACCORDANCE
WITH VICROADS TRAFFIC ENGINEERING MANUAL VOL 2.
(100mm WIDE, UNBROKEN LINE)
2.75 m
2.75 m
CONSTRUCT NEW GRATED SIDE ENTRY PIT TO NEW LEVELS
IN ACCORDANCE WITH THE SHIRE OF YARRA RANGES
STANDARD DRAWING SD P3, AND CONNECT NEW 300Ø PIPE
C
H
2575.486
CH
2529.679
CH
2529.679
CH
2534.000
CH
2540.000
CH
2550.000
CH
2556.000
CH
2561.401
CH
2561.401
CH
2564.007
CH
2564.007
REMOVE TREE FROM
ROAD CLEARANCE
ENVELOPE (TREE #74)
T#74
T#73
T#71
T#72
PROPOSED FULL DEPTH PAVEMENT
30mm ASPHALT OVERLAY WITH REGULATION AS
REQUIRED
GRAVEL CROSSOVER TO BE 'TOPPED UP'
WITH 20mm CLASS 2 CRUSHED ROCK AS
DIRECTED BY COUNCIL
EXISTING CONCRETE CROSSOVER TO BE SAWCUT,
REMOVED AND REINSTATED AS DIRECTED BY COUNCIL
EXISTING BITUMEN CROSSOVER TO BE SAWCUT AND
ASPHALT OVERLAYED OR RECONSTRUCTED AS
DIRECTED BY COUNCIL
EXISTING ROAD PAVEMENT
EXISTING CONTOUR MINOR
4
6
EXISTING CONTOUR MAJOR
PAVEMENT LINE MARKING REINSTATEMENT
FINISHED SURFACE MINOR
4
6FINISHED SURFACE CONTOUR MAJOR
PROPOSED ROLLOVER CONCRETE KERB &
CHANNEL IN ACCORDANCE WITH THE SHIRE OF
YARRA RANGES STANDARD DRAWING SD B1
TREE TO BE REMOVED
FILL BATTER EXTENT
CUT BATTER EXTENT
NEW DRAINAGE PIT WITH PIT NUMBER AND PIPE
EXISTING DRAINAGE PIPE
2
EXISTING WATER
EXISTING GAS
EXISTING SEWER
EXISTING TELECOMMUNICATIONS
EXISTING UNDERGROUND ELECTRICITY
EX W
EX G
EX S
EX T
EX E
DIRECTION OF PIPE FLOW
DIRECTION OF CHANNEL FLOW
LEGEND
TREE AT RISK (ARBORIST SUPERVISION REQUIRED)
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 CH 2526.666 - CH 2576.538
CO
NT
IN
UE
D O
N S
HE
ET
1
9
VER DESCRIPTION DATE00 FUNCTIONAL DESIGN - ISSUED FOR REVIEW 20-04-2018
VERSION
04
DWG No.
PC1720-DD-04
SHEET No.
OF 58
PROJECT No.
PC1720
ROAD WIDENING WORKS
DETAILED DESIGN
SHEFFIELD ROAD, MONTROSE
CLIENT
CLIENT PROJECT MANAGER / CONTACTCommittment | Communication | Collaboration
PHILLIP HOANG | YARRA RANGES SHIRE COUNCIL
PROCIVIL CONSULTING PTY LTDABN 51 759 386 092
SUITE 9, 12 MAROONDAH HWY, RINGWOOD VIC 3134
PO BOX 164, RINGWOOD VIC 3134
P: (03) 8644 6834
www.procivil.com.au
CIVIL ENGINEERING DESIGN
DW
REGISTERED & CHARTERED PROFESSIONAL ENGINEER'S REVIEWCHRIS PROCTOR
CONSULTANT ENGINEERSHIRE OF YARRA RANGES
LOCAL GOVERNMENT AREAORIENTATION
HEIGHT DATUM
AHD
COORDINATE DATUMMGA 94 ZONE 55
OR AS SHOWN
SURVEY DATE
09-02-2018
AERIAL IMAGE DATE23-11-2017
ORIGINAL SCALE & SHEET SIZE
AS SHOWN @ A1
01 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 31-07-2018
02 REVISED FUNCTIONAL DESIGN - ISSUED FOR REVIEW 17-05-2019
03 DETAILED DESIGN - ISSUED FOR REVIEW 15-10-2019
04 DETAILED DESIGN - ISSUED FOR REVIEW 16-10-2019
20
04 1:200 @ A14 821:400 @ A3
GENERAL LAYOUT PLAN
