sheet 205 sheet 205 heathmont road great ryrie … · 2017. 9. 15. · a1 01 00 original issue...
TRANSCRIPT
GREAT RYRIE STREET
HEATHMONT ROAD HEATHMONT ROAD
CANTERBURY ROAD
LISGO
OLD
STRE
ET
WAINUI AVENUEEDNA STREET
BALFOUR AVENUE
CARB
ERY
PLAC
E
KITS
ON S
TREE
T
BELL
E VU
E AV
ENUE
GARD
EN S
TREE
T
HEATHMONT ROAD HEATHMONT ROADSHEET 201 SHEET 201 SHEET 202 SHEET 202 SHEET 203 SHEET 203 SHEET 204 SHEET 204 SHEET 205 SHEET 205
EDITH
STRE
ETA1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
OVERALL PLAN, TYPICAL SECTION, NOTES, DRAWING INDEX
21853
C101
AC
AG
21853-C1.dwg
26 JULY 2017
AS SHOWN
DRAWING INDEX
SHEET NO. TITLE CAD FILE VERSION NO.C101 OVERALL PLAN, NOTES, DRAWING INDEX 21853-C1.dwg 01C102 TYPICAL CONSTRUCTION DETAILS 21853-C1.dwg 01C201 DETAIL PLAN 21853-C2.dwg 01C202 DETAIL PLAN 21853-C2.dwg 01C203 DETAIL PLAN 21853-C2.dwg 01C204 DETAIL PLAN 21853-C2.dwg 01C205 DETAIL PLAN 21853-C2.dwg 01C301 CROSS SECTIONS 21853-C3.dwg 01C302 CROSS SECTIONS 21853-C3.dwg 01C303 CROSS SECTIONS 21853-C3.dwg 01C304 CROSS SECTIONS 21853-C3.dwg 01C305 CROSS SECTIONS 21853-C3.dwg 01C401 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C402 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C403 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C404 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C405 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C406 DRIVEWAY SECTIONS - EAST SIDE 21853-C4.dwg 01C407 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C408 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C409 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C410 DRIVEWAY SECTIONS - WEST SIDE 21853-C4.dwg 01C501 INTERSECTION DETAIL 21853-C5.dwg 01C502 INTERSECTION DETAIL 21853-C5.dwg 01C503 INTERSECTION DETAIL 21853-C5.dwg 01C504 INTERSECTION DETAIL 21853-C5.dwg 01C505 INTERSECTION DETAIL 21853-C5.dwg 01C506 INTERSECTION DETAIL 21853-C5.dwg 01C507 INTERSECTION DETAIL 21853-C5.dwg 01C601 DRAINAGE LONGITUDINAL SECTIONS 21853-C6.dwg 01C602 PIT SCHEDULE 21853-C6.dwg 00C701 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C702 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C703 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C704 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C705 SIGNAGE AND LINE MARKING PLAN 21853-C7.dwg 01C706 SIGN SCHEDULE 21853-C7.dwg 00C801 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C802 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C803 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C804 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C805 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C806 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C807 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C808 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (EAST KERB) 21853-C8.dwg 00C809 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C810 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C811 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C812 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C813 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C814 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C815 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C816 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00C817 KERB LONGITUDINAL SECTIONS - HEATHMONT RD (WEST KERB) 21853-C8.dwg 00
ROAD REHABILITATION & LATMHEATHMONT ROAD, HEATHMONT
OVERALL PLAN10050050
LENGTHS ARE IN METRES
1:2500 @ A1 1:5000 @ A3
NOTES1. ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH MAROONDAH CITY COUNCIL STANDARD
DRAWINGS AND SPECIFICATIONS.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM.
3. THE LOCATION OF EXISTING SERVICES IS BASED ON INFORMATION SUPPLIED BY THE RELEVANTAUTHORITIES AND IS APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALLSERVICES BEFORE COMMENCING WORKS AND PROTECT THE SAME FOR THE DURATION OF THE WORKS.
4. BATTERS SHALL BE 1:5 FOR FILL AND 1:3 FOR CUT, UNLESS OTHERWISE SHOWN.
5. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED TO OBTAIN FINAL FILLLEVELS AS SHOWN ON THE PLANS. ALL FILLING TO BE COMPACTED AS SPECIFIED.
6. ALL DISTURBED AREAS ARE TO BE COVERED WITH TOPSOIL TO A DEPTH OF 100mm TO THE SATISFACTIONOF THE ENGINEER. NO TOPSOIL IS TO BE REMOVED FROM SITE AND ANY EXCESS IS TO BE SPREAD OVERTHE LOTS.
7. BACKFILL ALL TRENCHES BENEATH ROAD PAVEMENT AND VEHICLE CROSSINGS WITH CLASS 2 F.C.R.
8. DRAINAGE PIPES SHALL BE CLASS 4 REINFORCED CONCRETE OR CLASS 4 FIBRE REINFORCED CONCRETE,UNLESS SHOWN OTHERWISE.
9. SIDE ENTRY PITS ARE TO BE OFFSET 0.60m (TO CENTRE OF PIT) FROM KERB RETURN TANGENT POINTSAND TANGENT POINTS AT HEAD OF COURT HEADS.
10. ALL PITS OVER 1.0m DEEP ARE TO BE PROVIDED WITH CRANKED STEP IRONS.
11. AGRICULTURAL DRAINS ARE TO BE LAID BEHIND/UNDER ALL KERB AND CHANNEL, AS SPECIFIED.
SEDIMENT CONTROL
12. CONTRACTORS SHALL ENSURE THAT ALL WORKS COMPLY WITH THE REQUIREMENTS OF THEENVIRONMENT PROTECTION AUTHORITY PUBLICATION "CONSTRUCTION TECHNIQUES FOR SEDIMENTPOLLUTION CONTROL"-EPA PUBLICATION NO. 175.
13. CONTRACTORS SHALL INSTALL MEASURES TO ENSURE ANY SEDIMENT OR LITTER GENERATED AS ARESULT OF THE WORKS IS CONTAINED ON THE SITE. THESE MEASURES SHALL INCLUDE DEVICES SUCH ASSILT FENCES WHICH ARE TO BE LOCATED AT ALL SOURCES OF SEDIMENT SUCH AS EARTHWORKSSTOCKPILED, ENDS OF ROAD EXCAVATION, DRAINAGE OUTLETS ETC.
14. CONTRACTORS SHALL ENSURE THAT VEHICLES ASSOCIATED WITH THE WORKS DO NOT DEPOSIT DIRT ORRUBBISH ONTO ROADS. ANY MATERIAL DEPOSITED SHALL BE PROMPTLY CLEANED UP WITHOUTCONTAMINATING ANY WATERWAY.
15. THE CONTRACTORS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SEDIMENT AND LITTERCONTROL DEVICES THROUGHOUT THE DURATION OF THE PROJECT AND THE CONTRACT MAINTENANCEPERIOD.
OCCUPATIONAL HEALTH AND SAFETY
IN THE DESIGN AND DEVELOPMENT OF THESE PLANS, JCA LAND CONSULTANTS HAVE, AS FAR AS REASONABLYPRACTICABLE, COMPLIED WITH THOSE REQUIREMENTS OF "DESIGNERS" AS PER THE OHS ACT 2004 AND OHSREGULATIONS 2007.
JCA LAND CONSULTANTS, FOR THE PURPOSES OF THE OHS ACT 2004 AND OHS REGULATIONS 2007, ARE NOT INANY WAY DEEMED THE PRINCIPAL CONTRACTOR, OWNER OR EMPLOYER WITH RESPECT TO THIS PROJECT.
ALL OHS CONSTRUCTION COMPLIANCE REQUIREMENTS IN THE EXECUTION OF THESE PLANS ARE THE SOLERESPONSIBILITY OF THE NOMINATED AND AUTHORISED ENTITY AS PER:
SECTION 21 & 22 OF THE OHS ACT 2004 PART 5 "CONSTRUCTION" AND OTHER RELEVANT SECTIONS OF THE OHS REGULATIONS 2007
JCA LAND CONSULTANTS RECOMMENDS THAT THE DEVELOPER AND/OR NOMINATED AND AUTHORISED ENTITYSEEK PROFESSIONAL OHS ADVICE IN ALL MATTERS OF CONSTRUCTION SAFETY PRIOR TO CONSTRUCTION.
01COUNCIL COMMENTS
05.09.17
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
TYPICAL CONSTRUCTION DETAILS
21853
C102
AC
AG
21853-C1.dwg
26 JULY 2017
AS SHOWN
VARIES (3.10-3.40)2.30 VARIES (3.10-3.40)
TYPICAL SECTION (HEATHMONT ROAD)N.T.S.
PROP
ERTY
BOU
NDAR
Y (E
AST)
PROP
ERTY
BOU
NDAR
Y (W
EST)
PARKING LANE SOUTHBOUND LANE NORTHBOUND LANEVARIES VARIES VARIES
NATURE STRIP NATURE STRIP EX. FOOTPATH
B2 BARRIER KERB & CHANNEL(COUNCIL STANDARD SD-C01) B2 BARRIER KERB & CHANNEL
(COUNCIL STANDARD SD-C01)
30mm COMPACTED DEPTHSIZE 10mm TYPE H ASPHALT OVERLAY
WHERE LOW POINT IS GENERATED INNATURE STRIP, GRADE INVERT OUTTO NEAREST VEHICLE CROSSINGSUBSOIL DRAIN WITH OUTLET
TO PIT OR KERB AS REQUIRED(REFER 'KERB / PAVEMENT
REINSTATEMENT DETAIL')
0.15(MIN)
EXIS
TING
ELE
C. P
OLE
NOTE:EXISTING KERB HEIGHT GENERALLY 30-40mmLOWER THAN NEW B2 BARRIER KERB
NOTE:EXISTING KERB HEIGHT GENERALLY 30-40mmLOWER THAN NEW B2 BARRIER KERB
FUTURE FOOTPATH(NOT CONSTRUCTED AS
PART OF THESE WORKS)
3% (MIN) 3% (MIN)
0.13 (
MIN)
0.60
350mm WIDE CLASS D TRENCH GRATE(300mm CLEAR OPENING)
RAISED PAVEMENT
3% (MIN)
EDGE STRIP
0.60 RAISED PAVEMENTM2 KERB
VEHICLE CROSSING
PROP
ERTY
BOU
NDAR
YPR
OPER
TY B
OUND
ARY
VEHICLE CROSSING
0.13 (
MIN)
TYPICAL SECTION - RAISED PAVEMENT(GARDEN STREET)
N.T.S.
TYPICAL SECTION - RAISED PAVEMENT(BELLE VUE AVENUE / KITSON STREET)
N.T.S.
TRENCH GRATE / EDGE STRIPTO BE CAST AS SINGLE UNIT
1% (MIN)
0.13 (
MIN)
350mm WIDE CLASS D "HEEL GUARD"TRENCH GRATE (300mm CLEAR OPENING)
RAISED PAVEMENTVEHICLE CROSSING
PROP
ERTY
BOU
NDAR
Y
TYPICAL SECTION - RAISED PAVEMENT(PEDESTRIAN CROSSING)
N.T.S.
CONCRETE PAVEMENT AND BARRIERKERB TO BE CAST AS SINGLE UNIT
WIDTH VARIES
12mm DIA DEFORMED TIE BAR AT500mm CENTRES (GRADE 400)
B1 BARRIER KERB
UNREINFORCED CONCRETEPAVEMENT INFILL
0.15 (
MIN)
0.19 0.20
SUBSOIL DRAINAGE TO
COUNCIL STANDARD
SD-B04, BACKFILL WITH
20mm RECYCLED
CONCRETE, NO FINES.
BASE COURSE - CEMENT STABLISED SAND
SUBBASE COURSE - 110MM CLASS 2, 20MM F.C.R. COMPACTED TO
NOT LESS THAN 98% OF AS 1289, 5.2.1 (MODIFIED COMPACTION)
MATERIAL AS FOUND COMPACTED TO 95% OF AS 1289 5.1.1
(STANDARD COMPACTION) AT MOISTURE CONTENT BETWEEN 90%
AND 120% OF OPTIMUM MOISTURE CONTENT FOR DEPTH OF 150mm.
100mm
TOPSOIL
SELECT FILL
AS SPECIFIED
WEARING COURSE (BASE) - 30MM COMPACTED DEPTH OF SIZE
10 TYPE "H" ASPHALT
MIN
. 200m
m
WEARING COURSE (FINAL) - 30mm COMPACTED DEPTH OF SIZE
10 TYPE "H" ASPHALT
B2 - COUNCIL
STANDARD
EXISTING PAVEMENT
EMULSION TACK COATING OF PAVEMENT INTERFACE
KERB / PAVEMENT REINSTATEMENT DETAILN.T.S.
SHOWN AS:
REFER COUNCIL STANDARDSD-G04A FOR DETAIL
REFER COUNCIL STANDARDSD-G04A FOR DETAIL
REFER COUNCIL STANDARDSD-G04A FOR DETAIL
SUBSOIL DRAIN WITH OUTLETTO PIT OR KERB AS REQUIRED(REFER 'KERB / PAVEMENTREINSTATEMENT DETAIL')
LOCALISED THICKENINGOF CONCRETE PAVEMENT
3% (MIN)
BACK
OF
KERB
(B2)
LIP O
F KE
RB (B
2)
WEARING COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT
INTERMEDIATE COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT
BASE COURSE: 300mm CLASS 2 FCRCOMPACTED IN 2 EQUAL LAYERS
MATERIAL AS FOUND COMPACTED TO 95% OF AS 1289 5.1.1(STANDARD COMPACTION) AT MOISTURE CONTENT BETWEEN 90%AND 120% OF OPTIMUM MOISTURE CONTENT FOR DEPTH OF 150mm.
PAVEMENT WIDENING / NEW PAVEMENT DETAILN.T.S.
CL
123.91
Ex IO
K
CH 1035.00
2.5%
6.4
% 4.7%
0.1%7.5
%
7.8
%
9%
5.9%2.2%
-8.35
124.45
0.03
124.48
-6.85
124.36
0.09
124.44
-5.67
124.19
0.18
124.37
-5.48
124.20
0.01
124.22
-3.32
124.30
0.14
124.44
-1.19
124.31
0.13
124.44
0.00
124.22
0.13
124.35
2.57
124.00
0.13
124.13
4.03
124.05
-0.12
123.93
4.22
124.06
0.03
124.08
4.89
124.07
0.05
124.12
6.25
124.10
0.05
124.15
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
CROSS SECTION - RAISED PAVEMENT(PEDESTRIAN CROSSING)
SCALE 1:100
01COUNCIL COMMENTS
05.09.17
WEARING COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT
INTERMEDIATE COURSE: 30mm COMPACTED DEPTHSIZE 14mm TYPE H ASPHALT
BASE COURSE: 100mm COMPACTED DEPTHSIZE 20mm TYPE SI ASPHALT
MATERIAL AS FOUND COMPACTED TO 95% OF AS 1289 5.1.1(STANDARD COMPACTION) AT MOISTURE CONTENT BETWEEN 90%AND 120% OF OPTIMUM MOISTURE CONTENT FOR DEPTH OF 150mm.
DEEP LIFT PAVEMENT PATCHN.T.S.
SHOWN AS: SHOWN AS:
1
2
5
126
126
1
2
7
1
2
7
127
1
2
8
1
2
8
1
2
9
1
3
0
1
3
0
1
3
0
1
3
1
1
3
1
131
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
T
E
L
S
T
R
A
P
I
T
T
E
L
S
T
R
A
P
I
T
TELSTRA
PIT
TELSTRA
PIT
WATER
METER
TELSTRA
PIT
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE
B
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
W
I
T
H
L
I
G
H
T
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
W
I
T
H
L
I
G
H
T
ELECTRICITY
POLE
WITH
LIGHT
E
L
E
C
T
R
I
C
I
T
Y
P
I
T
FIRE
PLUG
S
I
G
N
S
I
G
N
S
I
G
N
SIGN
SIGN
SIGN
S
IG
N
WATER
STOP
VALVE
WATER
STOP
VALVE
W
A
T
E
R
S
T
O
P
V
A
L
V
E
P
A
L
I
N
G
S
PICKETS
PIC
KE
TS
PICKETS PICKETS
PICKETS
PICKETS
P
I
C
K
E
T
S
PALINGS
P
A
L
I
N
G
S
GATE
GATE
G
A
T
E
G
A
T
E
HORIZONTAL BOARDS
W
E
L
D
M
E
S
H
SLEEPER RETAINING WALL
C
O
N
C
R
E
T
E
F
O
O
T
P
A
T
H
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
GR
AV
EL
DR
IV
EW
AY
CONCRETE
CROSSING
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
TOP
TOE
OF
OF BANK
BANK
C
O
N
C
R
E
T
E
STAYWIRE
F
O
O
T
P
A
T
H
C
O
N
C
R
E
T
E
F
O
O
T
P
A
T
H
C
O
N
C
R
E
T
E
FOOTPATH
FOOTPATHCONCRETE
CONCRETE
G
R
A
S
S
E
D
N
A
T
U
R
E
G
R
A
S
S
E
D
N
A
T
U
R
E
GRASSED
NATURE
STRIP
GRASSEDNATURE
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
3.40
3.30
2.30
GREAT RYRIE STREET
HEATHMONT ROAD
No.1/1No.3 No.5
No.7 No.9 No.11 No.13 No.15
No.2
No.3No.2A
0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB
EXISTING CENTRE LINE
MATCH EXISTING KERB
MATCH EXISTING KERB
PAVEMENT WIDENING
PAVEMENT WIDENING
FUTURE FOOTPATH
LIMIT OFOVERLAY
LIMIT OFOVERLAY
8.00
B1 KERB(SD-C01)
CH
20
.0
0
CH
40.0
0
CH
55.0
0
CH
80
.0
0
CH
41.6
7
CH
59.4
1
CH
77
.52
CH
0.00
CH
91
.2
7
1
2
2
1
2
2
1
2
2
122
1
2
3
1
2
4
1
2
4
124
125
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PITS
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
PIT
ELECTRICITY
PIT
SIGN
PICKETS
PICKETS
PICKETS
PICKETS
PALINGSPALINGS
GATE
GATE
GATE
GATEGATE
BRICK
STONE RETAINING WALL
STONE RETAINING WALL
FIRE
HYDRANT
CONCRETE
CROSSINGCONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
GRAVEL
CROSSING
GR
AV
EL
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
PA
VE
D
DR
IV
EW
AY
TOE
TOP OF BANK
T
O
E
B
A
N
K
O
F
BANK
OF
FOOTPATHCONCRETE
CONCRETE
SEWER
INSPECTION
GRASSED
NATURE
STRIP
GRASSED
NATURE
STRIPSTRIP
SIGN
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
RESERVE
3.30
3.30
2.30
HEATHMONT ROAD
No.17 No.19 No.2/21 No.23 No.25 No.27No.29
No.5
No.7A
No.4 No.1/6No.1/8
No.10
No.1/21
No.15A
No.2/6
No.31CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) AS PERCOUNCIL STANDARD SD-G04A AND SD-G06 WITH1.4m APPROACH RAMPS AND 6.0m FLAT TOP
0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB 0.15m MINIMUM CLEARANCE
BETWEEN POLE AND BACK OF KERB0.15m MINIMUM CLEARANCE
BETWEEN POLE AND BACK OF KERB0.15m MINIMUM CLEARANCE
BETWEEN POLE AND BACK OF KERB
EXISTING CENTRE LINE
REMOVE EXISTING CONCRETEVEHICLE CROSSING AND
REINSTATE NATURE STRIP
FUTURE FOOTPATHADJUST PIT COVER LEVELTO SUIT NEW KERB
ADJUST PIT COVER LEVELTO SUIT NEW KERB
CH
100
.00
CH
120
.00
CH
14
0.0
0
CH
16
5.00
CH
190
.00
CH
200.00
CH
220.00
CH
240
.00
CH
96
.2
7
CH
114
.7
5
CH
132
.1
7
CH
14
3.5
0
CH
15
4.3
4
CH
187.42
CH
198.27
CH
213
.89
CH
221.69
CH
15
5.3
4
CH
16
0.1
0
CH
17
9.88
CH
211.10
CH
227
.52
9 8
7 6
ADJUST PIT COVER LEVELTO SUIT NEW KERB
ADJUST PIT COVER LEVELTO SUIT NEW KERB
A1
01
00 26.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DETAIL PLAN
ORIGINAL ISSUE
21853
C201
DESIGN DEVELOPMENT
AC
AG
21853-C2.dwg
26 JULY 2017
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 3140
AS SHOWN
MATC
HLIN
E A
MATC
HLIN
E B
MATC
HLIN
E A
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
RAISED PAVEMENTCOLOURED & PATTERNED ASPHALT
CONCRETE FOOTPATH125mm THICK WITH SL72 REINFORCEMENT
CONCRETE VEHICLE CROSSING150mm THICK WITH SL72 REINFORCEMENT
CONCRETE ISLANDMOUNTABLE KERB WITH PATTERN PAVE INFILL
REINSTATE NATURE STRIPTOPSOIL & SEED
LEGEND
PAVEMENT REINSTATEMENTADJACENT TO KERB (REFER DETAIL)
SAWCUT
PROFILE ASPHALT SURFACE(TO ALLOW FOR 30mm DEPTH OVERLAY)
HOUSE DRAIN CONNECTION
DEEP LIFT PAVEMENT PATCH(REFER DETAIL)
NEW PAVEMENT / PAVEMENT WIDENING(REFER DETAIL)
NOTE: SAWCUT EXISTING VEHICLE CROSSINGS AT FRONT EDGE OF PATH UNLESS SHOWN OTHERWISE REINSTATE VEHICLE CROSSINGS IN ACCORDANCE WITH COUNCIL STANDARD SD-C01 ALL VEHICLE CROSSINGS 3.0m WIDE UNLESS SHOWN OTHERWISE RECONNECT ALL HOUSE DRAIN CONNECTIONS TO NEW KERB (COUNCIL STANDARD SD-B01)
> >
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 3SCREENINGS BACKFILL
SUB-SURFACE DRAINAGE>>
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 2NO FINES CONCRETE BACKFILL
> >
100DIA. UPVC (WITH KERB ADAPTOR)GRADE TO ACHIEVE KERB OUTLET
SUBSURACE DRAIN RISER AND COVER(MAXIMUM 100m SPACING)
01COUNCIL COMMENTS
05.08.17
120
121
121
1
2
1
1
2
1
1
2
1
1
2
2
122 1
2
2
122
122
123
1
2
3
123
1
2
3
TELSTRA
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TE
LS
TR
A
PIT
TE
LS
TR
A
PIT
TELSTRA
PITS
ELECTRICITY
POLE
TELSTRA
PIT
TELSTRA
PIT
CONCRETE
CROSSING
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE
WITH
LIGHT
ELECTRICITY
PIT
ELECTRICITY
PIT
ELECTRICITY
PIT
FIRE
PLUG
FIRE
PLUG
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
PICKETS
PICKETS
PICKETS
PA
LIN
GS
PA
LIN
GS
GATE
GATE
G
A
T
E
GATE
HORIZONTAL BOARDS
HORIZONTAL BOARDS
STONE RETAINING WALLSTONE RETAINING WALL
STONE RETAINING WALLSTONE RETAINING WALL
STONE RETAINING WALL
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSINGCONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
GRAVEL
CROSSING
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
BIT
UM
EN
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
BITUMEN
BIT
UM
EN
DR
IV
EW
AY
PAVED
CROSSING
FOOTPATH
FOOTPATHCONCRETE
FOOTPATHCONCRETE
GRASSED
NATURE
STRIP
GRASSED NATURE
GRASSEDNATURE
STRIP
HEDGE
SEWER
INSPECTION
>>
>
X X
>>
>
3.25
3.25
2.30
HEATHMONT ROAD
GARD
EN S
TREE
T
No.31 No.33 No.35No.1/37 No.39 No.41 No.43 No.45 No.47
No.1/12 No.1/14 No.16 No.18
No.20 No.22 No.1/24
HEATHMONT ROAD
0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB
0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB
0.15m MINIMUM CLEARANCEBETWEEN POLE AND BACK OF KERB
REALIGN FOOTPATH AS SHOWN
REALIGN FOOTPATH AS SHOWN
350mm WIDE CLASS D TRENCH GRATE(300mm CLEAR OPENING) ACROSS FULL
LENGTH OF PROPOSED RAISED PAVEMENT
MATCH EXISTINGFOOTPATH
MATCH EXISTINGFOOTPATH
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) ASPER COUNCIL STANDARD SD-G04A AND SD-G06WITH 1.4m APPROACH RAMP
LIMIT OFOVERLAY
MATCH EXISTINGLINE MARKING
1.5m OPENING IN KERB
TRANSITION KERB OVER 1.4m(B2 / 600mm WIDE EDGE STRIP)
1.5m OPENING IN KERB
TRANSITION KERB OVER 1.4m(B2 / 600mm WIDE EDGE STRIP)
600mm WIDEEDGE STRIP
FUTURE FOOTPATH
6.00
VERIFY AND CONNECT TOEXISTING AG DRAINAGE VERIFY AND CONNECT TO
EXISTING AG DRAINAGE
ADJUST TELSTRA PIT COVERTO MATCH NEW PATH
CH
26
0.00
CH
28
0.00
CH
30
0.00
CH
34
0.0
0
CH
36
0.0
0
CH
38
5.0
0
CH
25
0.4
4
CH
26
8.93
CH
28
7.18
CH
29
4.85
CH
324.15
CH
329.74
CH
34
7.7
0
CH
37
9.9
3
CH
38
3.6
5
CH
24
6.12
CH
26
4.91
CH
28
3.69
CH
30
7.5
4
CH
33
6.4
8
CH
35
3.5
9
CH
37
0.6
2
116
1
1
7
1
1
7
1
1
8
1
1
8
1
1
9
1
1
9
1
2
0
120
1
2
1
1
2
1
1
2
1
121
121
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE
TELSTRA
PITS
TELSTRA
PIT
TELSTRA PITS
E
L
E
C
T
R
I
C
I
T
Y
ELECTRICITY
POLE
TELSTRA
PIT
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
CONCRETE
CROSSING
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE
WITH
LIGHT
ELECTRICITY
PIT
FIRE
PLUG
SIGN
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
PICKETSPICKETS
PICKETS
PICKETS
P
I
C
K
E
T
S
PALINGS
GATE
G
A
T
E
BRICK
BRICK
BRICK
HORIZONTAL BOARDS
WELDMESH
WELDMESH
W
E
L
D
M
E
S
H
STONE RETAINING WALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
STONE
RETAINING WALL
F
I
R
E
H
Y
D
R
A
N
T
TELSTRA
PILLAR
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
GR
AV
EL
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
STAYWIRE
S
T
A
Y
W
I
R
E
FOOTPATH
CONCRETE
FOOTPATH
CONCRETEFOOTPATH
GRASSED
NATURE
GRASSEDNATURE
GRASSED NATURESTRIP
STRIP
(BELLE VUE AVENUE)
(BELLE VUE AVENUE)
X XX
>
>
>
>
3.30
3.40
2.30 HEATHMONT ROAD
BELL
E VU
E AV
ENUE
No.1/49-51 No.5/49-51 No.53 No.55 No.1/57 No.1/59 No.61
No.26 No.26A
No.2
No.1 No.28 No.30
HEATHMONT ROAD 300Ø Ex.225Ø
3.30
3.40
2.30
REALIGN FOOTPATH AS SHOWN
REALIGN FOOTPATH AS SHOWN
MODIFIED GRATED SIDE ENTRY PIT - TYPE 3(COUNCIL STANDARD SD-D03)
MATCH EXISTINGFOOTPATH
MATCH EXISTINGFOOTPATH
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) ASPER COUNCIL STANDARD SD-G04A AND SD-G06WITH 1.4m APPROACH RAMP
ADJUST PIT COVER LEVELTO SUIT NEW KERB
LIMIT OFOVERLAY
FUTURE FOOTPATH
4 NO. FRANGIBLE TIMBERBOLLARDS AT 2.5m CENTRES
MATCH EXISTINGLINE MARKING
TRANSITION KERB OVER1.4m (B2 / M2 PROFILE) TRANSITION KERB OVER
1.4m (B2 / M2 PROFILE)
12
7.20 4.00
MODIFY EXISTING PIT TO INCLUDEADDITIONAL CHAMBER WITH GRATED INLET
ADJUST PIT COVER LEVELTO SUIT NEW KERB
CONNECT TO AG DRAINAGE
CONNECT TO AG DRAINAGE
CH
40
5.00
CH
425
.0
0
CH
44
0.00
CH
45
5.00
CH
50
0.00
CH
520.00
CH
418.16
CH
42
2.46
CH
45
8.2
5
CH
46
3.4
8
CH
48
4.79
CH
49
6.67
CH
522.90
CH
538.87
CH
39
8.02
CH
43
6.05
CH
512
.27
CH
532.25
CH
540.57
10 11 12
CONTRACTOR MUST PROVE TELSTRACONDUIT LEVEL PRIOR TO
COMMENCING DRAINAGE WORKS
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DETAIL PLAN
21853
C202
AC
AG
21853-C2.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E B
MATC
HLIN
E C
MATC
HLIN
E C
MATC
HLIN
E D
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
RAISED PAVEMENTCOLOURED & PATTERNED ASPHALT
CONCRETE FOOTPATH125mm THICK WITH SL72 REINFORCEMENT
CONCRETE VEHICLE CROSSING150mm THICK WITH SL72 REINFORCEMENT
CONCRETE ISLANDMOUNTABLE KERB WITH PATTERN PAVE INFILL
REINSTATE NATURE STRIPTOPSOIL & SEED
LEGEND
PAVEMENT REINSTATEMENTADJACENT TO KERB (REFER DETAIL)
SAWCUT
PROFILE ASPHALT SURFACE(TO ALLOW FOR 30mm DEPTH OVERLAY)
HOUSE DRAIN CONNECTION
DEEP LIFT PAVEMENT PATCH(REFER DETAIL)
NEW PAVEMENT / PAVEMENT WIDENING(REFER DETAIL)
NOTE: SAWCUT EXISTING VEHICLE CROSSINGS AT FRONT EDGE OF PATH UNLESS SHOWN OTHERWISE REINSTATE VEHICLE CROSSINGS IN ACCORDANCE WITH COUNCIL STANDARD SD-C01 ALL VEHICLE CROSSINGS 3.0m WIDE UNLESS SHOWN OTHERWISE RECONNECT ALL HOUSE DRAIN CONNECTIONS TO NEW KERB (COUNCIL STANDARD SD-B01)
01COUNCIL COMMENTS
05.08.17
> >
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 3SCREENINGS BACKFILL
SUB-SURFACE DRAINAGE>>
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 2NO FINES CONCRETE BACKFILL
> >
100DIA. UPVC (WITH KERB ADAPTOR)GRADE TO ACHIEVE KERB OUTLET
SUBSURACE DRAIN RISER AND COVER(MAXIMUM 100m SPACING)
1
1
2
1
1
2
1
1
3
1
1
3
1
1
3
1
1
4
1
1
4
1
1
4
1
1
4
1
1
5
1
1
5
1
1
5
1
1
6
116
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PITELECTRICITY
POLE
TELSTRA PITS
TELSTRA
PIT
ELECTRICITY
POLE
CONCRETE
CROSSING
CONCRETE
CROSSING
ELECTRICITY
POLE WITH LIGHT
ELECTRICITY POLE
WITH LIGHT
ELECTRICITY
POLE WITH
LIGHT
FIRE
PLUG
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
P
A
L
I
N
G
S
GATE
GATE
GATE
BRICK
BRICK
BRICK
BRICK
BRICK
VERTICAL BOARDS
VERTICAL BOARDS
VERTICAL BOARDS
W
E
L
D
M
E
S
H
STONE RETAINING WALL
FIRE
HYDRANT
GAS & FUEL PIT
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
GR
AV
EL
DR
IV
EW
AY
GR
AV
EL
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
IV
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
P
A
V
E
D
D
R
I
V
E
W
A
Y
BIT
UM
EN
DR
IV
EW
AY
S
T
A
Y
W
I
R
E
CONCRETE
CONCRETE
FOOTPATH
FOOTPATH
F
O
O
T
P
A
T
H
CONCRETE
FOOTPATH
STRIP
GRASSED
NATURE
GRASSED
NATURE
STRIP
HEDGE
X
>
>
>
>
>
3.30
3.30
2.30
HEATHMONT ROAD
KITS
ON S
TREE
T
No.63 No.65No.67
No.69 No.71 No.73
No.32
No.1/34No.36
No.38 No.40 No.40A No.40B
No.40C
No.1/34
No.67A No.67B
HEATHMONT ROAD
Ex.150Ø Ex.150Ø
Ex.600Ø
Ex.12
00Ø
REALIGN FOOTPATH AS SHOWN
REALIGN FOOTPATH AS SHOWN
GRATED SIDE ENTRY PIT - TYPE 3(COUNCIL STANDARD SD-D03)
MATCH EXISTINGFOOTPATH
MATCH EXISTINGFOOTPATH
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) ASPER COUNCIL STANDARD SD-G04A AND SD-G06WITH 1.4m APPROACH RAMP
GRATED SIDE ENTRY PIT - TYPE 3(COUNCIL STANDARD SD-D03)
LIMIT OFOVERLAY
FUTURE FOOTPATH
4 NO. FRANGIBLE TIMBERBOLLARDS AT 2.5m CENTRES
MATCH EXISTINGLINE MARKING
TRANSITION KERB OVER1.4m (B2 / M2 PROFILE)
TRANSITION KERB OVER1.4m (B2 / M2 PROFILE)
CONVERT TO GRATED PIT(COUNCIL STANDARD SD-D05)
3.60
CH
550.00
CH
570.00
CH
590.00
CH
605.00
CH
640.00
CH
660.00
CH
680.00
CH
546.40
CH
578.54
CH
583.98
CH
602.04
CH
626.22
CH
65
3.4
6
CH
669.00
CH
677.67
CH
692.52
CH
559.27
CH
577.36
CH
591.69
CH
64
9.4
6
23 15 24
13 1416
17
18
ADJUST PIT COVER LEVELTO SUIT NEW KERB
525Ø450Ø
REMOVE EXISTING150DIA PIPE
REMOVE EXISTING150DIA PIPE
25
RAISE COVER LEVEL TOMATCH RAISED PAVEMENT.
NEW CLASS D GATIC COVER.
CONNECT TO AG DRAINAGE
CONNECT TO AG DRAINAGE
ADJUST COVER LEVEL TOMATCH NEW FOOTPATH.NEW FIBREGLASS COVER.
1
1
6
117
117
1
1
7
1
1
8
1
1
8
1
1
9
1
1
9
1
1
9
ELECTRICITY
POLE
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE
CONCRETE
CROSSING
ELECTRICITY
POLE WITH LIGHT
ELECTRICITY
PIT
ELECTRICITY
PIT
ELECTRICITY
PIT
ELECTRICITY
PIT
SIGN
SIGN
SIGN
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
PICKETS
PICKETS
PALINGS
PA
LIN
GS
GATE
GATE
GATE
GATE
GATE
GATE
GATE
BRICK
BRICK
HORIZONTAL BOARDS
VERTICAL BOARDS
VERTICAL BOARDS
VERTICAL BOARDS
VERTICAL BOARDS
VERTICAL BOARDS
VERTICAL BOARDS
VE
RT
IC
AL
B
OA
RD
S
VERTICAL BOARDS
VERTICAL BOARDS
STONE RETAINING WALL
FIRE
HYDRANT
FIRE
HYDRANT
CO
MM
UN
IC
AT
IO
N
PIT
S
RO
LL
OV
ER
C
ON
CR
ET
E K
ER
B
RO
LL
OV
ER
C
ON
CR
ET
E K
ER
B
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
PA
VE
D
DR
IV
EW
AY
PAVED
AREA
CONCRETE
FOOTPATH
CONCRETE
FOOTPATH
CONCRETEFOOTPATH
CO
NC
RE
TE
FO
OT
PA
TH
STRIP
GRASSED
NATURE
GRASSED
NATURESTRIP
GRASSED
NATURE STRIP
STRIP
PEG
FOUND
(BALFOUR AVENUE)
>>
>>
3.40
3.40
2.30
HEATHMONT ROAD
CARB
ERY
PLAC
E
No.75 No.77 No.79 No.81 No.83No.1/85 No.1/87 No.1/89
No.42No.40D No.40E No.40F No.40G No.40H No.40I
No.42A
No.4
HEATHMONT ROAD
EXISTING CENTRE LINE
ENSURE CROWN OF ROADSURFACE MATCHES AT THE TOP OF
THE RAISED INTERSECTIONENSURE CROWN OF ROADSURFACE MATCHES AT THE TOP OFTHE RAISED INTERSECTION
FUTURE FOOTPATH
6.90
4.00
ADJUST PIT COVER LEVELTO SUIT NEW KERB
ADJUST PIT COVER LEVELTO SUIT NEW KERB
RECONSTRUCTSIDE ENTRY PIT
RETAIN EXISTINGVEHICLE CROSSING
NEW KERB AND SURFACE TO MATCHEXISTING LEVELS FOR 5m APPROACH
TO EXISTING RAISED PAVEMENTNEW KERB AND SURFACE TO MATCHEXISTING LEVELS FOR 5m APPROACHTO EXISTING RAISED PAVEMENT
CH
700.00
CH
720.00
CH
750.00
CH
760.00
CH
77
0.0
0
CH
80
0.00
CH
820
.00
CH
713.35
CH
737.62
CH
741.73
CH
757.79
CH
78
8.6
7
CH
80
6.1
0
CH
82
7.0
9
CH
83
2.2
0
CH
712.14
CH
736.87
CH
817.52
19 326
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DETAIL PLAN
21853
C203
AC
AG
21853-C2.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E D
MATC
HLIN
E E
MATC
HLIN
E E
MATC
HLIN
E F
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
RAISED PAVEMENTCOLOURED & PATTERNED ASPHALT
CONCRETE FOOTPATH125mm THICK WITH SL72 REINFORCEMENT
CONCRETE VEHICLE CROSSING150mm THICK WITH SL72 REINFORCEMENT
CONCRETE ISLANDMOUNTABLE KERB WITH PATTERN PAVE INFILL
REINSTATE NATURE STRIPTOPSOIL & SEED
LEGEND
PAVEMENT REINSTATEMENTADJACENT TO KERB (REFER DETAIL)
SAWCUT
PROFILE ASPHALT SURFACE(TO ALLOW FOR 30mm DEPTH OVERLAY)
HOUSE DRAIN CONNECTION
DEEP LIFT PAVEMENT PATCH(REFER DETAIL)
NEW PAVEMENT / PAVEMENT WIDENING(REFER DETAIL)
NOTE: SAWCUT EXISTING VEHICLE CROSSINGS AT FRONT EDGE OF PATH UNLESS SHOWN OTHERWISE REINSTATE VEHICLE CROSSINGS IN ACCORDANCE WITH COUNCIL STANDARD SD-C01 ALL VEHICLE CROSSINGS 3.0m WIDE UNLESS SHOWN OTHERWISE RECONNECT ALL HOUSE DRAIN CONNECTIONS TO NEW KERB (COUNCIL STANDARD SD-B01)
01COUNCIL COMMENTS
05.08.17
> >
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 3SCREENINGS BACKFILL
SUB-SURFACE DRAINAGE>>
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 2NO FINES CONCRETE BACKFILL
> >
100DIA. UPVC (WITH KERB ADAPTOR)GRADE TO ACHIEVE KERB OUTLET
SUBSURACE DRAIN RISER AND COVER(MAXIMUM 100m SPACING)
1
1
9
1
1
9
1
1
9
120
1
2
0
1
2
1
1
2
1
1
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3
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STRIP
GRASSED
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G
R
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E
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HEDGE
SIGN
(BALFOUR AVENUE)
>>
>>
>>
E
x
.
2
2
5
Ø
E
x
.
2
2
5
Ø
3.40
3.35
2.30
HEATHMONT ROAD
BALFOUR AVENUE
No.1/91No.93 No.95
No.97 No.99 No.101 No.103
No.44
No.46
No.6No.8
4.30 5.40
1.80
No.4
MATCH EXISTINGFOOTPATH
MATCH EXISTINGFOOTPATH
MATCH EXISTINGFOOTPATH
RAISE TELSTRA PIT COVERTO MATCH NEW PATH
EXISTING CENTRE LINE
LIMIT OFOVERLAY
FUTURE FOOTPATH
VEHICLE CROSSING WITHTURNAROUND AREA
VEHICLE CROSSING WITHTURNAROUND AREA
SEMI-MOUNTABLE ISLAND,KERB TYPE SM1
COUNCIL STANDARD SD-C01)
450Ø (CLASS 6)
4
5
4.20
4.50
CONNECT AG DRAINTO NEW PIT
CONNECT AG DRAINTO EXISTING PIT
SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA AND
GRADE TOWARD HEATHMONT RD
SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA AND
GRADE TOWARD HEATHMONT RD
CH
850
.0
0
CH
86
0.0
0
CH
90
0.0
0
CH
920.00
CH
940.00
CH
96
0.0
0
CH
970.00
CH
86
1.1
2
CH
88
7.1
4
CH
89
2.58
CH
91
3.3
8
CH
932.80
CH
966.33
CH
839
.5
2
CH
86
3.6
2
CH
94
3.0
9
20
450Ø (CLASS 6)
REMOVE EXISTING PIPEBETWEEN PIT 3 AND PIT 4
1
2
2
1
2
3
1
2
3
1
2
4
1
2
4
1
2
4
124
124
124
124
1
2
5
125
125
1
2
5
126
126
126
126
TELSTRA
TELSTRA
PIT
TE
LS
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A
PIT
S
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LS
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LS
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TELSTRA PITS
TELSTRA
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SIGN
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SIGN
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SIGN
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STOP
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PA
LIN
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SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
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CONCRETE FOOTPATH
CONCRETE
NA
TU
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ST
RIP
GRASSEDNATURE
STRIP
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ELECTRICITY
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GRASSED
GR
AS
SE
D
NA
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NA
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G
RA
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NA
TU
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LS
TR
A
PIT
FIRE
PLUG
SE
W
ER
INS
PE
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IO
N
HEATHMONT SCOUT CENTRE
X
>>
>>
>>
X
X
>
>
>
>
>>
>
>>
>
>>
>>
>> 3.3
53.3
52.3
0
EDIT
H ST
REET
EDNA STREET
No.105
No.107
No.109 No.111 No.113A No.115A No.117
No.48-No.48A
No.50 No.52 No.54 No.56
No.58
No.60
No.111A No.113B No.115B
HEATHMONT ROAD
6.00
2.902.90
2.902.90
2.200.80
3.00
2.50
1.401.40
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGH VOLUME ROAD RAISEDPAVEMENT (WITH SCHOOL PEDESTRIAN CROSSING) AND
SIGNAGE, GENERALLY AS PER COUNCIL STANDARD SD-G04AAND SD-G06 WITH 1.4m APPROACH RAMPS AND 6.0m FLAT TOP
REMOVE TREE
NARROW FOOTPATHPAST POLE(APPROX 1m WIDE)
CONNECT TOEXISTING FOOTPATH
REMOVE EXISTING TREE
NEW FOOTPATH(1.5m WIDE) NEW FOOTPATH(1.5m WIDE)
350mm WIDE CLASS C 'HEEL SAFE'TRENCH GRATE (300mm CLEAR OPENING)
350mm WIDE CLASS D 'HEEL SAFE'TRENCH GRATE (300mm CLEAR OPENING)
CONNECT TO EXISTING GRAVELPATH (TO PEDESTRIAN GATEDLEVEL CROSSING)
REMOVE EXISTING TREE
REINSTATE SEWER INSPECTIONOPENING TO MATCH FINISHED
SURFACE LEVEL
LIMIT OFOVERLAY
LIMIT OFOVERLAY
FUTURE FOOTPATH
PEDESTRIANSAFETY FENCE
PEDESTRIANSAFETY FENCE
INSTALL HAZARDMARKER SIGN (D4-1-2A)
MATCH EXISTINGLINE MARKING
MATCH EXISTINGLINE MARKING
4.20
LOCALLY RAISE FOOTPATHLEVEL BY 50mmVERIFY AND CONNECT TO
EXISTING AG DRAINAGEVERIFY AND CONNECT TOEXISTING AG DRAINAGE
VERIFY AND CONNECT TOEXISTING AG DRAINAGE
VERIFY AND CONNECT TOEXISTING AG DRAINAGE
RAISE TELSTRA PIT COVERTO MATCH NEW PATH
RAISE SEWER PIT COVERTO MATCH NEW PATH
CH
1005.00
CH
1015.00
CH
1045.00
CH
10
60
.0
0
CH
10
75
.0
0
CH
10
90
.0
0
CH
986.22
CH
1000.84
CH
1007.16
CH
1020.71
CH
10
51
.9
3
CH
10
66
.2
3
CH
10
80
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6
CH
10
94
.0
0
CH
1025.01
CH
1042.86
CH
10
54
.8
0
CH
10
72.3
7
CH
1035.00
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DETAIL PLAN
21853
C204
AC
AG
21853-C2.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E F
MATC
HLIN
E G
MATC
HLIN
E G
MATC
HLIN
E H
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
RAISED PAVEMENTCOLOURED & PATTERNED ASPHALT
CONCRETE FOOTPATH125mm THICK WITH SL72 REINFORCEMENT
CONCRETE VEHICLE CROSSING150mm THICK WITH SL72 REINFORCEMENT
CONCRETE ISLANDMOUNTABLE KERB WITH PATTERN PAVE INFILL
REINSTATE NATURE STRIPTOPSOIL & SEED
LEGEND
PAVEMENT REINSTATEMENTADJACENT TO KERB (REFER DETAIL)
SAWCUT
PROFILE ASPHALT SURFACE(TO ALLOW FOR 30mm DEPTH OVERLAY)
HOUSE DRAIN CONNECTION
DEEP LIFT PAVEMENT PATCH(REFER DETAIL)
NEW PAVEMENT / PAVEMENT WIDENING(REFER DETAIL)
NOTE: SAWCUT EXISTING VEHICLE CROSSINGS AT FRONT EDGE OF PATH UNLESS SHOWN OTHERWISE REINSTATE VEHICLE CROSSINGS IN ACCORDANCE WITH COUNCIL STANDARD SD-C01 ALL VEHICLE CROSSINGS 3.0m WIDE UNLESS SHOWN OTHERWISE RECONNECT ALL HOUSE DRAIN CONNECTIONS TO NEW KERB (COUNCIL STANDARD SD-B01)
01COUNCIL COMMENTS
05.08.17
> >
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 3SCREENINGS BACKFILL
SUB-SURFACE DRAINAGE>>
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 2NO FINES CONCRETE BACKFILL
> >
100DIA. UPVC (WITH KERB ADAPTOR)GRADE TO ACHIEVE KERB OUTLET
SUBSURACE DRAIN RISER AND COVER(MAXIMUM 100m SPACING)
1
2
2
123
123
123
124
124
124
125
1
2
6
126
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
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TELSTRA
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TELSTRA
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ELECTRICITY
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LIGHT
ELECTRICITY
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LIGHT
ELECTRICITY
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PLUG
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
PALINGS
GATEGATE
GATE
BRICKBRICK
HORIZONTAL BOARDS
POST & WIRE
POST & WIRE
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POLE WITH LIGHT
GRASSED
NATURE
N
A
T
U
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RESERVE
3.25
3.30
2.35
No.121
No.62 No.64No.66
No.68 No.70 No.72 No.74
No.76
HEATHMONT ROADEXISTING CENTRE LINE
MODIFY EXISTING VEHICLE CROSSINGAND REGRADE INTERNAL DRIVEWAY ASREQUIRED (SCOUT HALL)
CONNECT TO EXISTING STEPS(TO PEDESTRIAN GATED LEVELCROSSING AND RAILWAY STATION)
CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) AS PER
COUNCIL STANDARD SD-G04A AND SD-G06 WITH1.4m APPROACH RAMP AND 6.0m FLAT TOP
MATCH EXISTING KERB
No.117
5.003.00
VERIFY AND CONNECT TOEXISTING AG DRAINAGE
NOTE:CONTRACTOR TO BE AWARE OF EXISTING TREES ROOTSALONG BACK OF KERB (EDITH STREET TO WAINUI AVENUE).CONTRACTOR MUST ARRANGE INSPECTION WITHCOUNCIL'S ARBORIST PRIOR TO KERB DEMOLITION
CH
11
20
.0
0
CH
11
40
.00
CH
11
60
.00
CH
11
80.0
0
CH
12
00
.0
0
CH
122
0.0
0
CH
12
40
.00
CH
1255.00
CH
11
25
.0
7
CH
11
29
.6
7
CH
11
41
.5
5
CH
1182.59
CH
121
2.6
4
CH
12
37
.57
21
ADJUST PIT COVER LEVELTO SUIT NEW KERB
121
1
2
1
1
2
2
1
2
2
1
2
3
124
1
2
4
1
2
5
1
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5
1
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6
1
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7
1
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1
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8
TELSTRA
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TELSTRA
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TELSTRA
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TELSTRA
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ELECTRICITY
POLE WITH
LIGHT
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POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
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SIGN
SIGN
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No.1
WAINUI AVENUE
No.121
No.78No.80 No.82
No.84 No.86 No.88
No.121
HEATHMONT ROAD
5.10
1.80
LIMIT OF WORKS
SEMI-MOUNTABLE ISLAND,KERB TYPE SM1(COUNCIL STANDARD SD-C01)
VEHICLE CROSSING WITHTURNAROUND AREA
1.2m MINIMUM CLEARANCEBETWEEN EDGE OF FOOTPATHAND FACE OF KERB
MATCH EXISTINGFOOTPATH
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGH VOLUME ROADRAISED PAVEMENT (INCLUDING SIGNAGE) AS PER
COUNCIL STANDARD SD-G04A AND SD-G06 WITH1.4m APPROACH RAMPS AND 6.0m FLAT TOP
LIMIT OFOVERLAY
MATCH EXISTINGLINE MARKING
RELOCATE BUS STOP APPROXIMATELY2m TO THE SOUTH TO ALLOW BUS TO
STOP CLEAR OF RAISED PAVEMENT.INSTALL TGSI'S AND RELOCATE SIGNAGE
LIMIT OFOVERLAY
LIMIT OFOVERLAY
MATCH EXISTING PARKING LANEPAVEMENT MARKING
MATCH EXISTING CENTRE LINEPAVEMENT MARKING
CONNECT AG DRAINTO EXISTING PIT
VERIFY AND CONNECT TOEXISTING AG DRAINAGE
VERIFY AND CONNECT TOEXISTING AG DRAINAGE
SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA ANDGRADE TOWARD WAINUI AVE
CH
1275.00
22
ADJUST PIT COVER LEVELTO SUIT NEW KERB
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DETAIL PLAN
21853
C205
AC
AG
21853-C2.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E H
MATC
HLIN
E I
MATC
HLIN
E I
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
RAISED PAVEMENTCOLOURED & PATTERNED ASPHALT
CONCRETE FOOTPATH125mm THICK WITH SL72 REINFORCEMENT
CONCRETE VEHICLE CROSSING150mm THICK WITH SL72 REINFORCEMENT
CONCRETE ISLANDMOUNTABLE KERB WITH PATTERN PAVE INFILL
REINSTATE NATURE STRIPTOPSOIL & SEED
LEGEND
PAVEMENT REINSTATEMENTADJACENT TO KERB (REFER DETAIL)
SAWCUT
PROFILE ASPHALT SURFACE(TO ALLOW FOR 30mm DEPTH OVERLAY)
HOUSE DRAIN CONNECTION
DEEP LIFT PAVEMENT PATCH(REFER DETAIL)
NEW PAVEMENT / PAVEMENT WIDENING(REFER DETAIL)
NOTE: SAWCUT EXISTING VEHICLE CROSSINGS AT FRONT EDGE OF PATH UNLESS SHOWN OTHERWISE REINSTATE VEHICLE CROSSINGS IN ACCORDANCE WITH COUNCIL STANDARD SD-C01 ALL VEHICLE CROSSINGS 3.0m WIDE UNLESS SHOWN OTHERWISE RECONNECT ALL HOUSE DRAIN CONNECTIONS TO NEW KERB (COUNCIL STANDARD SD-B01)
01COUNCIL COMMENTS
05.08.17
> >
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 3SCREENINGS BACKFILL
SUB-SURFACE DRAINAGE>>
100DIA. SUBSURFACE DRAIN (CLASS 1000) TYPE 2NO FINES CONCRETE BACKFILL
> >
100DIA. UPVC (WITH KERB ADAPTOR)GRADE TO ACHIEVE KERB OUTLET
SUBSURACE DRAIN RISER AND COVER(MAXIMUM 100m SPACING)
LM
CL
128.6
Ex IO
K
CH 20.00
2.5%
1.7%
0.9%
6.9%
7%
6.6%
5%
-8.16
129.28
-0.04
129.24
-6.66
129.15
0.05
129.20
-5.74
129.02
0.04
129.06
-5.55
128.89
0.02
128.91
-5.14
128.93
0.03
128.96
-4.77
128.94
0.03
128.97
-2.98
128.97
0.03
129.00
-1.05
128.95
0.03
128.98
0.00
128.88
0.03
128.91
1.20
128.80
0.03
128.83
3.15
128.66
0.04
128.70
3.56
128.60
0.04
128.65
3.75
128.75
0.05
128.80
9.27
128.55
-0.03
128.52
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM128.0
LM
CL
127.43
Ex IO
K
CH 40.00
2.5%
6.7%
4.4
%
1.5%
1
0
.3
% 2.1%
-8.24
128.01
0.03
128.04
-6.74
127.91
0.08
128.00
-5.74
127.83
0.11
127.93
-5.55
127.73
0.05
127.78
-5.14
127.79
0.04
127.83
-3.53
127.87
0.03
127.90
-0.97
127.84
0.03
127.87
0.00
127.77
0.03
127.80
3.05
127.49
0.03
127.52
3.46
127.44
0.03
127.47
3.65
127.50
0.12
127.62
4.42
127.58
0.00
127.58
5.03
127.60
0.00
127.60
6.36
127.63
0.00
127.63
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM127.0
LM
CL
126.53
Ex IO
K
CH 55.00
5%
2.3%
4.2
%
0.1%8
.9
%
8
.8
% 5% 3
.1%
-8.27
127.09
-6.77
126.98
0.04
127.02
-5.74
126.91
0.08
127.00
-5.55
126.79
0.06
126.85
-5.14
126.85
0.04
126.90
-3.25
126.95
0.03
126.98
-1.00
126.95
0.03
126.98
0.00
126.87
0.03
126.89
3.01
126.60
0.03
126.63
3.42
126.55
0.03
126.58
3.61
126.55
0.18
126.73
4.96
126.66
0.00
126.66
5.06
126.69
0.00
126.69
6.37
126.73
0.00
126.73
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM126.0
LM
CL
125.02
Ex IO
K
CH 80.00
2.7%
5.1
%
1.2%
6%
6.5%
8
.8
% 3.6
%
-8.13
125.56
-6.63
125.45
0.07
125.52
-5.74
125.37
0.07
125.44
-5.55
125.23
0.06
125.29
-5.14
125.31
0.03
125.34
-3.25
125.41
0.03
125.44
-1.03
125.40
0.03
125.43
0.00
125.34
0.03
125.37
2.96
125.09
0.04
125.13
3.37
125.04
0.05
125.08
3.56
125.05
0.18
125.23
4.54
125.17
0.01
125.18
5.03
125.20
0.00
125.20
6.36
125.25
0.00
125.25
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CL
124.13
Ex IO
K
CH 100.00
2.5%
5.3
%
1.6%
6.2
%
7.4%
4.3
%
-8.21
124.62
-0.00
124.62
-6.71
124.53
0.05
124.58
-5.74
124.47
0.08
124.55
-5.55
124.33
0.07
124.40
-5.14
124.40
0.05
124.45
-3.25
124.52
0.03
124.55
-1.00
124.49
0.03
124.52
0.00
124.42
0.03
124.45
2.92
124.19
0.03
124.23
3.33
124.16
0.02
124.18
3.52
124.15
0.17
124.32
4.24
124.29
-0.00
124.29
5.03
124.32
0.00
124.32
6.35
124.38
0.00
124.38
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
123.66
Ex IO
K
CH 120.00
2.5%
3.1
%
0.7%
8
.5
%
8
.3
%
4.7
%
-8.20
124.20
-6.70
124.11
0.05
124.16
-5.74
124.03
0.05
124.08
-5.55
123.90
0.03
123.93
-5.14
123.95
0.03
123.98
-3.25
124.01
0.03
124.04
-0.98
124.03
0.03
124.06
0.00
123.97
0.03
124.00
2.92
123.72
0.04
123.76
3.33
123.69
0.02
123.71
3.52
123.67
0.19
123.86
4.39
123.81
0.00
123.81
5.03
123.84
0.00
123.84
6.37
123.90
0.00
123.90
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
123.35
Ex IO
K
CH 140.00
2.5%
4.4
%
1.2%
6.2
%
8%
7.7%
5%
1.9%
-8.19
123.87
-6.69
123.79
0.04
123.83
-5.74
123.71
0.08
123.78
-5.55
123.58
0.05
123.63
-5.14
123.64
0.05
123.68
-3.25
123.73
0.03
123.76
-1.00
123.71
0.03
123.74
0.00
123.65
0.03
123.68
2.90
123.42
0.03
123.45
3.31
123.38
0.02
123.40
3.50
123.35
0.20
123.55
4.62
123.49
0.00
123.49
5.03
123.51
0.00
123.51
6.37
123.53
0.00
123.53
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
122.71
Ex IO
K
CH 165.00
2.5%
3.9
%
0.8%
8
.8
%
5%
4.1
%
-7.99
123.33
0.00
123.33
-6.49
123.19
0.10
123.29
-5.74
123.10
0.07
123.17
-5.55
122.98
0.04
123.02
-5.14
123.04
0.03
123.07
-3.25
123.11
0.03
123.14
-0.99
123.10
0.03
123.13
0.00
123.05
0.02
123.07
2.90
122.80
0.03
122.84
3.31
122.75
0.04
122.79
3.50
122.72
0.22
122.94
5.06
122.86
0.00
122.86
5.06
122.86
0.00
122.86
6.35
122.91
0.00
122.91
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
121.82
Ex IO
K
CH 190.00
2.4%
1.1%
6.2%
1.7%
5.5
%
5.7
%
9
.4
%5%
2.4%
-8.26
122.31
-6.76
122.28
0.00
122.28
-5.74
122.23
0.04
122.27
-5.55
122.10
0.01
122.12
-5.14
122.14
0.03
122.17
-3.25
122.25
0.03
122.28
-1.00
122.22
0.03
122.25
0.00
122.16
0.03
122.19
2.90
121.93
0.03
121.96
3.31
121.87
0.05
121.91
3.50
121.82
0.24
122.06
4.70
122.00
0.00
122.00
5.09
122.04
0.00
122.04
6.40
122.07
0.00
122.07
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CL
121.59
Ex IO
K
CH 200.00
2.5%
1%
5.3
%
1.4%
6.8%
1
0
.6
%
5%
4.3
%
-8.30
122.07
0.00
122.07
-6.80
122.02
0.01
122.04
-5.74
121.90
0.15
122.05
-5.55
121.88
0.01
121.90
-5.14
121.91
0.04
121.95
-3.25
122.02
0.03
122.05
-0.97
121.99
0.03
122.02
0.00
121.93
0.03
121.96
2.90
121.67
0.04
121.71
3.31
121.63
0.04
121.66
3.50
121.60
0.21
121.81
4.59
121.76
-0.00
121.76
5.07
121.79
0.00
121.79
6.42
121.85
0.00
121.85
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CL
121.62
Ex IO
K
CH 220.00
2.5%0.3%
4.4
%
1.7%
5.8
%
9
.8
% 5%
2.6%
-8.26
122.14
0.00
122.14
-6.76
122.08
0.03
122.11
-5.74
122.04
0.07
122.11
-5.55
121.93
0.02
121.96
-5.14
121.98
0.03
122.01
-3.25
122.06
0.03
122.09
-1.04
122.04
0.03
122.07
0.00
121.98
0.03
122.01
2.84
121.70
0.06
121.77
3.25
121.65
0.06
121.72
3.44
121.63
0.24
121.87
4.86
121.78
0.01
121.80
5.08
121.79
0.00
121.79
6.42
121.83
0.00
121.83
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CL
122.32
Ex IO
K
CH 240.00
5.1
%
2.5%
3.3
%
6.4%
7.9%
7%
5% 3
.5%
-8.20
122.93
-6.70
122.85
0.00
122.85
-5.74
122.76
0.05
122.81
-5.55
122.64
0.02
122.66
-5.14
122.67
0.04
122.71
-3.25
122.73
0.03
122.76
-1.01
122.67
0.03
122.70
0.00
122.61
0.03
122.64
2.85
122.39
0.04
122.43
3.26
122.35
0.03
122.38
3.45
122.33
0.20
122.53
4.54
122.48
-0.00
122.48
5.07
122.49
0.00
122.49
6.42
122.54
0.00
122.54
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
CROSS SECTIONS
21853
C301
AC
AG
21853-C3.dwg
26 JULY 2017
AS SHOWN
LM = LINE MARKING (EDGE OF PARKING LANE)
LEGEND
CL = ROAD CENTRE LINE (FOR SET-OUT PURPOSES)
01COUNCIL COMMENTS
05.09.17
HOR 1:100
LENGTHS ARE IN METRES
5432101 HOR 1:2000.5 0 1 2
@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5
LM
CL
122.65
Ex IO
K
CH 260.00
2.7%
2.9%
0.3%
1
0
.6
%5%
1.3%
-8.21
123.20
-6.71
123.16
0.00
123.16
-5.74
123.05
0.08
123.13
-5.55
122.93
0.05
122.98
-5.14
122.98
0.05
123.03
-3.25
123.05
0.03
123.08
-0.96
123.05
0.03
123.08
0.00
123.00
0.03
123.03
3.00
122.73
0.03
122.76
3.41
122.68
0.03
122.71
3.60
122.69
0.17
122.86
4.77
122.80
0.00
122.80
5.09
122.80
0.00
122.80
6.42
122.82
0.00
122.82
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.44
Ex IO
K
CH 280.00
2.5%
5.6
%
2.3%
8
.1
%
8
.9
% 5%
3.5
%
-8.11
123.05
0.00
123.05
-6.61
122.97
0.04
123.01
-5.74
122.88
0.05
122.93
-5.55
122.75
0.03
122.78
-5.14
122.80
0.03
122.83
-3.25
122.89
0.03
122.92
-0.95
122.84
0.03
122.87
0.00
122.79
0.03
122.82
3.12
122.52
0.03
122.55
3.53
122.44
0.06
122.50
3.72
122.56
0.09
122.65
4.77
122.60
-0.00
122.60
5.05
122.61
0.00
122.61
6.38
122.65
0.00
122.65
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
121.98
Ex IO
K
CH 300.00
4.4
%
0.2%0.7%
8
.2
%
8
%5% 5
.5%
-8.14
122.60
0.00
122.60
-6.64
122.50
0.04
122.54
-5.74
122.42
0.09
122.51
-5.55
122.32
0.04
122.36
-5.14
122.36
0.05
122.41
-3.25
122.37
0.03
122.40
-0.99
122.39
0.03
122.42
0.00
122.31
0.03
122.34
2.83
122.08
0.04
122.11
3.24
122.03
0.04
122.06
3.43
122.00
0.22
122.21
4.67
122.15
0.00
122.15
5.02
122.17
0.00
122.17
6.38
122.24
0.00
122.24
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CL
121.04
Ex IO
K
CH 340.00
5%
3.6
%
0%7.7%
9
.7
%5.4
%
4.3
%
-8.32
121.69
-6.82
121.59
0.03
121.62
-5.89
121.45
0.08
121.54
-5.70
121.34
0.05
121.39
-5.29
121.40
0.03
121.44
-3.40
121.47
0.03
121.50
-1.15
121.47
0.03
121.50
0.00
121.38
0.03
121.41
2.59
121.15
0.02
121.17
3.00
121.09
0.03
121.12
3.19
121.06
0.21
121.27
4.86
121.18
0.00
121.18
4.93
121.19
0.00
121.19
6.20
121.24
0.00
121.24
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
120.74
Ex IO
K
CH 360.00
4.3
%
0.9%
1%9
.1
%
8
.3
%
5% 1.3%
-8.32
121.40
-0.04
121.37
-6.82
121.28
0.02
121.30
-5.89
121.20
0.07
121.27
-5.70
121.07
0.05
121.12
-5.29
121.13
0.04
121.17
-3.40
121.15
0.03
121.18
-1.21
121.18
0.03
121.21
0.00
121.07
0.03
121.10
2.62
120.83
0.04
120.87
3.03
120.78
0.04
120.82
3.22
120.75
0.22
120.97
4.27
120.93
-0.01
120.92
4.88
120.94
0.00
120.94
6.21
120.96
0.00
120.96
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
120.65
Ex IO
K
CH 385.00
2.5%
5%
1.3%
8
.7
%
7.3%
5%
4%
-8.37
121.14
0.00
121.14
-6.87
121.08
0.02
121.10
-5.89
121.02
0.08
121.10
-5.70
120.91
0.04
120.95
-5.29
120.96
0.04
121.00
-3.40
121.06
0.03
121.09
-1.20
121.05
0.03
121.08
0.00
120.94
0.03
120.98
2.72
120.73
0.04
120.77
3.13
120.68
0.04
120.72
3.32
120.65
0.22
120.87
4.56
120.81
0.00
120.81
4.85
120.81
0.00
120.81
6.19
120.87
0.00
120.87
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
120.61
Ex IO
K
CH 405.00
2.5%
2.7
%
0.6% 4.2
%
8
.1
%5%
3.3
%
-8.26
121.17
0.00
121.17
-6.76
120.96
0.18
121.14
-5.89
120.91
0.11
121.02
-5.70
120.79
0.08
120.87
-5.29
120.85
0.07
120.92
-3.40
120.94
0.03
120.97
-1.12
120.95
0.03
120.98
0.00
120.89
0.05
120.94
2.89
120.67
0.03
120.71
3.30
120.62
0.04
120.66
3.49
120.70
0.11
120.81
4.73
120.75
-0.00
120.75
4.92
120.75
0.00
120.75
6.25
120.79
0.00
120.79
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
120.52
Ex IO
K
CH 425.00
5.5
%
1
0
.8
%
5.1
%
0.7% 4%
9
.5
%
8
.2
%
-8.37
121.03
0.04
121.07
-6.87
120.88
0.11
120.99
-5.89
120.77
0.11
120.88
-5.70
120.65
0.09
120.73
-5.29
120.70
0.08
120.78
-3.40
120.85
0.03
120.88
-1.13
120.87
0.03
120.90
0.00
120.82
0.03
120.85
2.94
120.58
0.03
120.62
3.35
120.52
0.04
120.57
3.54
120.54
0.18
120.72
4.90
120.61
0.00
120.61
5.29
120.63
0.00
120.63
6.24
120.67
0.00
120.67
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
120.41
Ex IO
K
CH 440.00
2.5%
3.7
%
3.6
%
3.6
%
5.1
%
9
.3
%5.7
%
3.3
%
-8.32
120.81
0.00
120.81
-6.82
120.76
0.01
120.77
-5.89
120.67
0.04
120.71
-5.70
120.54
0.02
120.56
-5.29
120.58
0.03
120.61
-3.40
120.66
0.03
120.69
-1.09
120.74
0.03
120.77
0.00
120.70
0.03
120.73
2.93
120.47
0.03
120.50
3.34
120.41
0.03
120.45
3.53
120.51
0.09
120.60
4.86
120.52
0.00
120.52
4.99
120.52
0.00
120.52
6.21
120.57
0.00
120.57
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
120.19
Ex IO
K
CH 455.00
2.5%
2.8%
6.7%
0.1%4.4
%
9
.3
%1
0
.6
%
-8.45
120.59
0.00
120.59
-6.95
120.52
0.03
120.55
-5.89
120.47
0.04
120.52
-5.70
120.36
0.01
120.37
-5.29
120.40
0.02
120.42
-3.40
120.52
0.03
120.55
-1.12
120.52
0.03
120.55
0.00
120.47
0.03
120.50
2.73
120.27
0.01
120.29
3.14
120.22
0.01
120.24
3.33
120.19
0.20
120.39
4.87
120.22
0.00
120.22
5.82
120.26
0.00
120.26
6.22
120.29
0.00
120.29
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
118.6
Ex IO
K
CH 500.00
4.4
%
1
2
.1
%
6.7%
1.7% 4%
8
.8
%2.8
%
-8.51
119.06
0.00
119.06
-7.01
118.85
0.15
118.99
-5.89
118.76
0.09
118.86
-5.70
118.61
0.09
118.71
-5.29
118.70
0.05
118.76
-3.40
118.85
0.03
118.88
-1.16
118.91
0.03
118.94
0.00
118.86
0.03
118.89
2.94
118.62
0.03
118.65
3.35
118.60
0.01
118.60
3.54
118.72
0.04
118.75
4.08
118.73
-0.00
118.73
4.88
118.74
0.00
118.74
6.23
118.78
0.00
118.78
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CL
117.43
Ex IO
K
CH 520.00
3.1
%
6.1%
1.3% 6.4%
6.8%
5.1
%4.8
%
-8.23
117.77
0.01
117.78
-6.73
117.68
0.05
117.73
-5.89
117.63
0.10
117.73
-5.70
117.52
0.06
117.58
-5.29
117.60
0.03
117.63
-3.40
117.71
0.03
117.74
-1.18
117.75
0.03
117.78
0.00
117.68
0.03
117.71
2.92
117.48
0.03
117.51
3.33
117.43
0.03
117.46
3.52
117.55
0.06
117.61
4.62
117.55
0.00
117.55
4.86
117.57
0.00
117.57
6.20
117.63
0.00
117.63
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
CROSS SECTIONS
21853
C302
AC
AG
21853-C3.dwg
26 JULY 2017
AS SHOWN
LM = LINE MARKING (EDGE OF PARKING LANE)
LEGEND
CL = ROAD CENTRE LINE (FOR SET-OUT PURPOSES)
01COUNCIL COMMENTS
05.09.17
HOR 1:100
LENGTHS ARE IN METRES
5432101 HOR 1:2000.5 0 1 2
@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5
LM
CL
115.48
Ex IO
K
CH 550.00
4.9
%
5.5
%
2.6%
6.2%
7.2%
2.2%
-8.30
115.86
-6.80
115.76
0.02
115.78
-5.89
115.71
0.06
115.77
-5.70
115.59
0.03
115.62
-5.29
115.64
0.03
115.67
-3.40
115.74
0.03
115.77
-1.14
115.80
0.03
115.83
-1.14
115.80
0.03
115.83
0.00
115.73
0.03
115.76
2.90
115.54
0.03
115.56
3.31
115.48
0.03
115.51
3.50
115.59
0.07
115.66
4.48
115.62
-0.00
115.61
4.84
115.60
0.00
115.60
6.17
115.63
0.00
115.63
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
LM
CL
114.13
Ex IO
K
CH 570.00
3.1
%
0.4%
4.2
%
4.1
%
3.8
%
7
.7
%5%
0.6%
-8.39
114.49
-6.89
114.42
0.03
114.44
-5.89
114.36
0.08
114.44
-5.70
114.25
0.04
114.29
-5.29
114.31
0.03
114.34
-3.40
114.39
0.03
114.42
-1.18
114.48
0.03
114.51
0.00
114.44
0.03
114.47
2.86
114.20
0.03
114.23
3.27
114.13
0.04
114.18
3.46
114.26
0.07
114.33
4.64
114.27
0.00
114.27
4.79
114.27
0.00
114.27
6.16
114.28
0.00
114.28
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM113.0
LM
CL
112.87
Ex IO
K
CH 590.00
2.5%
0.9%
2.3%
2.6%
3.8
%
9
.2
%4.2
%
-8.43
113.26
-6.93
113.22
0.00
113.22
-5.89
113.17
0.05
113.21
-5.70
113.04
0.02
113.06
-5.29
113.08
0.03
113.11
-3.40
113.13
0.03
113.16
-1.23
113.19
0.03
113.22
0.00
113.14
0.03
113.17
2.85
112.92
0.03
112.95
3.26
112.87
0.03
112.90
3.45
112.96
0.09
113.05
4.04
113.02
0.00
113.02
4.80
113.04
0.00
113.04
6.11
113.09
0.00
113.09
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
LM
CL
112.2
Ex IO
K
CH 605.00
2.5%
6.6%
2.2%
5.2
%
6.5%
8
.7
%
-8.30
112.54
0.02
112.56
-6.80
112.47
0.05
112.52
-5.89
112.43
0.06
112.49
-5.70
112.31
0.03
112.34
-5.29
112.36
0.03
112.39
-3.40
112.48
0.03
112.51
-1.19
112.53
0.03
112.56
0.00
112.45
0.05
112.50
2.83
112.27
0.03
112.30
3.24
112.20
0.05
112.25
3.43
112.34
0.06
112.40
4.16
112.36
0.00
112.37
4.77
112.39
0.00
112.39
6.10
112.51
0.00
112.51
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
LM
CL
112.24
Ex IO
K
CH 640.00
2.5%
7.6%
4.3
%
4.9
%
6.8%
2.9
%
-8.21
112.59
0.04
112.63
-6.71
112.50
0.10
112.60
-5.79
112.44
0.01
112.45
-5.60
112.32
-0.02
112.30
-5.19
112.31
0.04
112.35
-3.30
112.46
0.03
112.49
-1.19
112.55
0.03
112.58
0.00
112.49
0.03
112.52
2.87
112.30
0.03
112.33
2.87
112.30
0.03
112.33
3.28
112.24
0.04
112.28
3.47
112.38
0.06
112.43
4.13
112.40
0.01
112.40
4.84
112.42
0.00
112.42
6.19
112.46
0.00
112.46
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
LM
CL
113.11
Ex IO
K
CH 660.00
3%
4.2
%
4.7
%
6.7%
6.5%
3.5
%
-8.34
113.38
-0.00
113.38
-6.84
113.34
-0.00
113.33
-5.89
113.30
0.09
113.39
-5.70
113.19
0.05
113.24
-5.29
113.26
0.03
113.29
-3.40
113.34
0.03
113.37
-1.29
113.44
0.03
113.47
0.00
113.35
0.03
113.38
2.84
113.16
0.03
113.19
2.84
113.16
0.03
113.19
3.25
113.11
0.04
113.14
3.44
113.23
0.07
113.29
4.23
113.26
-0.00
113.26
4.79
113.29
0.00
113.29
6.08
113.34
0.00
113.34
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
LM
CL
114.31
Ex IO
K
CH 680.00
2.3%
2.8
%
6.4%
2%4.5
%
5.9
%
-8.41
114.65
-6.91
114.56
0.05
114.62
-5.89
114.50
0.08
114.59
-5.70
114.41
0.03
114.44
-5.29
114.46
0.03
114.49
-3.40
114.58
0.03
114.61
-1.28
114.63
0.03
114.66
0.00
114.57
0.03
114.60
2.92
114.40
0.03
114.43
2.92
114.40
0.03
114.43
3.33
114.31
0.08
114.38
3.52
114.43
0.10
114.53
4.49
114.49
0.00
114.49
4.87
114.51
0.00
114.51
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM114.0
LM
CL
115.27
Ex IO
K
CH 700.00
2.5%4.2
%
4%
4.3
%
6.5%
6.6%
5%
1.2%
-8.46
115.57
-0.01
115.57
-6.96
115.51
0.02
115.53
-5.89
115.50
0.08
115.57
-5.70
115.38
0.04
115.42
-5.29
115.44
0.04
115.47
-3.40
115.52
0.03
115.55
-1.25
115.61
0.03
115.64
0.00
115.53
0.03
115.56
2.92
115.34
0.03
115.37
2.92
115.34
0.03
115.37
3.33
115.27
0.04
115.32
3.52
115.40
0.07
115.47
4.59
115.41
-0.00
115.41
4.88
115.42
0.00
115.42
6.25
115.44
0.00
115.44
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
LM
CL
115.99
Ex IO
K
CH 720.00
2.5%
1.5%
7.1%
0.6%
7.5%
7
.7
% 2.2%
-8.50
116.41
0.00
116.41
-7.00
116.31
0.06
116.37
-5.89
116.19
0.16
116.35
-5.70
116.16
0.04
116.20
-5.29
116.22
0.03
116.25
-3.40
116.36
0.03
116.39
-1.28
116.37
0.03
116.40
0.00
116.27
0.03
116.30
2.94
116.05
0.03
116.08
2.94
116.05
0.03
116.08
3.35
115.99
0.04
116.03
3.54
116.08
0.09
116.18
4.31
116.15
-0.01
116.14
4.95
116.16
0.00
116.16
6.26
116.13
0.00
116.13
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
LM
CL
116.7
Ex IO
K
CH 750.00
2.5%
1.5%
3.4
%
3.4
%
7.8%
8
.1
%
8
.1
%3.2
%
-8.45
117.13
-6.95
117.09
0.00
117.09
-5.89
117.00
0.07
117.07
-5.70
116.89
0.03
116.92
-5.29
116.94
0.03
116.97
-3.40
117.01
0.03
117.04
-1.21
117.08
0.03
117.11
0.00
116.99
0.03
117.02
2.97
116.75
0.03
116.78
2.97
116.75
0.03
116.78
3.38
116.70
0.03
116.73
3.57
116.82
0.05
116.88
4.36
116.84
-0.00
116.84
4.93
116.85
0.00
116.85
6.28
116.89
0.00
116.89
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
LM
CL
116.89
Ex IO
K
CH 760.00
2.5%
1.8%
6.9%
0.7%
4.4
%
1
0
.5
%5%
4.4
%
-8.41
117.32
-0.01
117.30
-6.91
117.26
0.01
117.27
-5.89
117.22
0.06
117.28
-5.70
117.10
0.03
117.13
-5.29
117.15
0.03
117.18
-3.40
117.28
0.03
117.31
-1.17
117.27
0.03
117.30
0.00
117.22
0.03
117.25
2.98
116.95
0.03
116.98
2.98
116.95
0.03
116.98
3.39
116.89
0.04
116.93
3.58
117.01
0.07
117.08
4.61
117.03
0.00
117.03
4.93
117.03
0.00
117.03
6.30
117.09
0.00
117.09
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
LM
CL
117.08
Ex IO
K
CH 770.00
2.5%
3.5
%
4.1
%
1.2% 5.4
%
9
.4
%
5%
5.1
%
-8.46
117.56
0.01
117.57
-6.96
117.49
0.04
117.53
-5.89
117.40
0.09
117.49
-5.70
117.30
0.05
117.34
-5.29
117.36
0.04
117.39
-3.40
117.44
0.03
117.47
-1.18
117.47
0.03
117.50
0.00
117.41
0.03
117.44
2.99
117.15
0.03
117.18
2.99
117.15
0.03
117.18
3.40
117.08
0.04
117.13
3.59
117.20
0.08
117.28
4.62
117.23
-0.00
117.22
4.92
117.23
0.00
117.23
6.28
117.30
0.00
117.30
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
CROSS SECTIONS
21853
C303
AC
AG
21853-C3.dwg
26 JULY 2017
AS SHOWN
LM = LINE MARKING (EDGE OF PARKING LANE)
LEGEND
CL = ROAD CENTRE LINE (FOR SET-OUT PURPOSES)
01COUNCIL COMMENTS
05.09.17
HOR 1:100
LENGTHS ARE IN METRES
5432101 HOR 1:2000.5 0 1 2
@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5
LM
CL
117.76
Ex IO
K
CH 800.00
4.1
%
7.7%
2.4%
2.4%
5.6
%
9
.8
% 4.4
%
-8.61
118.36
-0.04
118.32
-7.11
118.21
0.05
118.25
-5.84
118.10
0.06
118.16
-5.65
117.97
0.04
118.01
-5.24
118.03
0.03
118.06
-3.35
118.07
0.03
118.10
-1.22
118.12
0.03
118.15
0.00
118.05
0.03
118.08
3.03
117.79
0.03
117.82
3.44
117.76
0.00
117.77
3.63
117.82
0.09
117.92
4.30
117.89
-0.00
117.88
4.94
117.91
0.00
117.91
6.29
117.97
0.00
117.97
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
LM
CL
118.2
Ex IO
K
CH 820.00
2.7%
4.8
%
0.2%4.5
%
1
0
.6
% 5.2
%
1.3%
-8.31
118.65
0.00
118.65
-6.81
118.58
0.03
118.61
-5.84
118.54
0.07
118.61
-5.65
118.42
0.04
118.46
-5.24
118.48
0.03
118.51
-3.35
118.57
0.03
118.60
-1.18
118.58
0.03
118.61
0.00
118.53
0.03
118.56
3.04
118.26
0.03
118.29
3.45
118.20
0.04
118.24
3.64
118.33
0.06
118.39
5.05
118.32
0.00
118.32
5.13
118.32
-0.00
118.32
6.40
118.33
0.00
118.33
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CL
CH 850.00
2.6%
3.9
%
1.6% 8
.8
%
7.5%
1
0
.7
%
-8.24
119.47
-0.02
119.45
-6.74
119.40
0.01
119.41
-5.84
119.35
0.10
119.45
-5.65
119.23
0.07
119.30
-5.24
119.32
0.03
119.35
-3.35
119.39
0.03
119.42
-1.11
119.43
0.03
119.46
0.00
119.33
0.03
119.36
3.05
119.10
0.03
119.13
3.46
119.07
0.01
119.08
3.65
119.06
0.18
119.23
5.32
119.05
0.00
119.05
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CL
CH 860.00
2.6%
5.2
%
1.7% 5.5
%
6.3
%
8
.7
%
-8.25
119.74
-0.00
119.74
-6.75
119.69
0.01
119.71
-5.84
119.62
0.13
119.75
-5.65
119.55
0.05
119.60
-5.24
119.61
0.03
119.65
-3.35
119.72
0.03
119.75
-1.16
119.76
0.03
119.79
0.00
119.69
0.03
119.72
3.03
119.50
0.03
119.53
3.44
119.47
0.01
119.48
3.63
119.46
0.18
119.63
9.56
119.01
0.11
119.12
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CL
120.82
Ex IO
K
CH 900.00
5.6
%
4.3
%
2.8
%5.1
%
7.5%
7.5%
6.8%
-8.15
121.34
-0.04
121.30
-6.65
121.20
0.01
121.22
-5.84
121.12
0.05
121.17
-5.65
120.99
0.03
121.02
-5.24
121.04
0.03
121.07
-3.35
121.12
0.03
121.15
-1.15
121.19
0.03
121.22
0.00
121.13
0.03
121.16
3.03
120.88
0.04
120.93
3.44
120.83
0.05
120.88
3.63
120.92
0.11
121.03
4.98
120.93
0.00
120.93
5.25
120.95
-0.00
120.95
6.52
121.03
0.00
121.03
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CL
121.51
Ex IO
K
CH 920.00
2.5%
4.2
%
0.8%4.8
%
8
%
6.4%
-8.24
121.97
-6.74
121.88
0.06
121.93
-5.84
121.84
0.07
121.91
-5.65
121.72
0.04
121.76
-5.24
121.78
0.03
121.81
-3.35
121.86
0.03
121.89
-1.12
121.85
0.03
121.88
0.00
121.80
0.03
121.83
2.98
121.56
0.03
121.59
3.39
121.52
0.02
121.54
3.58
121.60
0.09
121.69
4.32
121.66
-0.00
121.66
5.13
121.69
0.00
121.69
6.47
121.77
0.00
121.77
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CL
122.17
Ex IO
K
CH 940.00
2.5%
3.1
%
2.1%7.1%
7.4%
2.4%
-8.07
122.57
0.03
122.60
-6.57
122.51
0.05
122.56
-5.84
122.47
0.07
122.54
-5.65
122.36
0.03
122.39
-5.24
122.40
0.03
122.44
-3.35
122.46
0.03
122.49
-1.12
122.51
0.03
122.54
0.00
122.43
0.03
122.46
2.93
122.22
0.02
122.24
3.34
122.18
0.01
122.19
3.53
122.25
0.10
122.34
4.22
122.31
-0.00
122.31
5.11
122.32
0.00
122.32
6.50
122.36
0.00
122.36
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.59
Ex IO
K
CH 960.00
2.6%
5.6
%
0.6%4.8
%
7
.9
% 2.4% 4.8
%
-7.92
123.08
-6.42
122.98
0.06
123.04
-5.84
122.91
0.06
122.97
-5.65
122.78
0.04
122.82
-5.24
122.84
0.03
122.87
-3.35
122.95
0.03
122.98
-1.11
122.94
0.03
122.97
0.00
122.88
0.03
122.91
2.89
122.64
0.03
122.67
3.30
122.59
0.03
122.62
3.49
122.65
0.12
122.77
4.10
122.76
-0.02
122.74
5.11
122.72
0.00
122.72
6.46
122.78
0.00
122.78
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.7
Ex IO
K
CH 970.00
2.6%
5.8
%
0.5%6%
1
0
.3
%
8
.5
%
4.7
%
-8.18
123.29
-6.68
123.17
0.08
123.25
-5.84
123.08
0.04
123.12
-5.65
122.94
0.03
122.97
-5.24
122.99
0.03
123.02
-3.35
123.10
0.03
123.13
-0.99
123.11
0.03
123.14
0.00
123.05
0.03
123.08
3.02
122.77
0.03
122.80
3.43
122.72
0.04
122.75
3.62
122.74
0.17
122.90
4.54
122.85
0.01
122.86
5.24
122.85
0.00
122.85
6.61
122.91
0.00
122.91
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
123.19
Ex IO
K
CH 1005.00
2.5%
5.3
%
3.4
%0.9%
5.8
%
1
1
.4
%5%
3.3
%
-8.55
123.83
-7.05
123.74
0.05
123.79
-5.84
123.67
0.06
123.73
-5.65
123.55
0.02
123.58
-5.24
123.60
0.03
123.63
-3.35
123.64
0.03
123.67
-1.39
123.62
0.03
123.65
0.00
123.54
0.03
123.57
2.99
123.25
0.03
123.28
3.40
123.19
0.04
123.23
3.59
123.31
0.07
123.38
4.71
123.32
0.00
123.32
4.91
123.33
0.00
123.33
6.27
123.38
0.00
123.38
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
123.41
Ex IO
K
CH 1015.00
2.5%
1.4%
4.9
%
0.5%
6.1
%
1
2
%
1.6%
-8.57
123.97
0.00
123.97
-7.07
123.92
0.01
123.93
-5.84
123.83
0.08
123.91
-5.65
123.72
0.04
123.76
-5.24
123.78
0.03
123.81
-3.35
123.85
0.03
123.88
-1.24
123.84
0.03
123.87
0.00
123.76
0.03
123.79
2.96
123.46
0.03
123.49
3.37
123.41
0.03
123.44
3.56
123.53
0.06
123.59
4.27
123.57
-0.02
123.55
4.88
123.58
0.00
123.58
6.26
123.60
0.00
123.60
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
124.12
Ex IO
K
CH 1045.00
3.7
%
3.9
%
0.6%5.6
%
1
0
.8
%5.3
%
3.3
%
-8.22
124.76
-0.03
124.74
-6.72
124.64
0.04
124.68
-5.84
124.58
0.02
124.60
-5.65
124.43
0.02
124.45
-5.24
124.47
0.03
124.50
-3.35
124.54
0.03
124.57
-1.22
124.53
0.03
124.56
0.00
124.47
0.03
124.50
2.92
124.19
0.03
124.22
3.33
124.12
0.05
124.17
3.52
124.15
0.17
124.32
4.80
124.26
0.00
124.26
4.85
124.26
-0.00
124.26
6.14
124.30
0.00
124.30
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
CROSS SECTIONS
21853
C304
AC
AG
21853-C3.dwg
26 JULY 2017
AS SHOWN
LM = LINE MARKING (EDGE OF PARKING LANE)
LEGEND
CL = ROAD CENTRE LINE (FOR SET-OUT PURPOSES)
01COUNCIL COMMENTS
05.09.17
HOR 1:100
LENGTHS ARE IN METRES
5432101 HOR 1:2000.5 0 1 2
@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5
LM
CL
124.4
Ex IO
K
CH 1060.00
3.5
%
0.1%1% 6
.5%
9
.3
%
3.1
%
-8.06
124.96
-0.00
124.95
-6.56
124.89
0.01
124.90
-5.84
124.86
0.05
124.91
-5.65
124.73
0.03
124.76
-5.24
124.76
0.05
124.81
-3.35
124.78
0.03
124.81
-1.24
124.80
0.03
124.83
0.00
124.72
0.03
124.75
2.96
124.46
0.03
124.49
3.37
124.40
0.04
124.44
3.56
124.53
0.06
124.59
4.40
124.55
-0.01
124.55
4.88
124.55
0.00
124.55
6.24
124.60
0.00
124.60
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CL
124.59
Ex IO
K
CH 1075.00
4.1
%
0.4% 0.5%5.9
%
1
2
.2
%
2.2%
-7.93
125.15
-0.01
125.14
-6.43
125.10
-0.02
125.08
-5.84
125.08
0.03
125.11
-5.65
124.94
0.02
124.96
-5.24
124.98
0.03
125.01
-3.35
124.99
0.03
125.02
-1.20
125.00
0.03
125.03
0.00
124.93
0.03
124.96
2.94
124.62
0.02
124.65
3.35
124.59
0.01
124.60
3.54
124.72
0.03
124.75
4.23
124.71
0.00
124.71
4.81
124.71
0.00
124.71
6.32
124.74
0.00
124.74
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CL
CH 1090.00
2%
0.4% 0.3%
8
.5
%
8
.9
%
0.4%
-7.85
125.19
-0.00
125.19
-6.35
125.16
0.00
125.16
-5.84
125.10
0.05
125.14
-5.65
124.96
0.03
124.99
-5.24
125.00
0.05
125.04
-3.35
125.02
0.03
125.05
-1.18
125.02
0.03
125.05
0.00
124.92
0.03
124.95
2.92
124.66
0.03
124.69
3.33
124.62
0.02
124.64
3.52
124.75
0.05
124.79
3.89
124.77
-0.00
124.77
4.80
124.84
0.00
124.84
6.13
124.84
0.00
124.84
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CL
124.41
Ex IO
K
CH 1120.00
3%
4.3
%
0.1%
6.4%
6.7%
1
1
.8
%
2.3%
-7.58
124.99
0.00
124.99
-6.30
124.76
0.19
124.95
-5.84
124.70
0.21
124.91
-5.65
124.73
0.03
124.76
-5.24
124.75
0.06
124.81
-3.35
124.86
0.03
124.89
-1.59
124.86
0.03
124.89
-1.21
124.83
0.03
124.86
0.00
124.75
0.03
124.78
2.80
124.49
0.02
124.51
3.21
124.43
0.03
124.46
3.40
124.43
0.17
124.61
4.13
124.57
-0.00
124.57
4.93
124.57
0.00
124.57
6.26
124.60
0.00
124.60
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CL
124.16
Ex IO
K
CH 1140.00
2.7%
0.1%
5.2
%
1
0
.2
% 5%
1.8%
-5.26
124.57
0.00
124.57
-3.33
124.59
0.03
124.62
-1.51
124.59
0.03
124.62
-0.15
124.52
0.03
124.55
0.00
124.51
0.03
124.54
2.78
124.24
0.03
124.27
3.19
124.18
0.04
124.22
3.38
124.17
0.20
124.37
4.47
124.31
0.01
124.32
4.95
124.32
0.00
124.32
6.28
124.34
0.00
124.34
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CL
123.8
Ex IO
K
CH 1160.00
1.6% 1.9%
4.9
%
8
.2
%
9
.2
%
5% 0.3%
-5.27
124.23
0.00
124.23
-3.30
124.23
0.03
124.26
-1.23
124.19
0.03
124.22
0.00
124.13
0.03
124.16
2.79
123.89
0.03
123.92
3.20
123.82
0.04
123.87
3.39
123.83
0.18
124.02
4.48
123.95
0.02
123.96
4.92
123.99
0.00
123.99
6.27
123.99
0.00
123.99
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
123.33
Ex IO
K
CH 1180.00
1.8%
1.5%
5.8
%
7%
1
0
.6
%5%
0.2%
-5.28
123.75
0.00
123.75
-3.30
123.75
0.03
123.78
-1.21
123.72
0.03
123.75
0.00
123.65
0.03
123.68
2.78
123.40
0.03
123.43
3.19
123.35
0.03
123.38
3.38
123.35
0.18
123.53
4.55
123.47
0.00
123.47
4.90
123.48
0.00
123.48
6.26
123.48
0.00
123.48
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CL
122.83
Ex IO
K
CH 1200.00
2.3%
1.6%
5.9
%
9
.9
%
9
.8
%
5%
2%
-5.29
123.27
0.00
123.27
-3.30
123.28
0.03
123.31
-1.20
123.25
0.03
123.28
-0.03
123.18
0.03
123.21
0.00
123.18
0.03
123.21
2.79
122.90
0.03
122.93
3.20
122.85
0.03
122.88
3.39
122.86
0.17
123.03
4.47
122.98
-0.00
122.98
4.91
122.99
0.00
122.99
6.26
123.02
0.00
123.02
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.48
Ex IO
K
CH 1220.00
1.5% 1.9%
6.5%
9
.7
%
9
.9
%
0.8%
-5.29
122.94
0.00
122.94
-3.30
122.94
0.03
122.97
-1.27
122.90
0.03
122.93
0.00
122.82
0.03
122.85
2.81
122.54
0.03
122.57
3.22
122.50
0.02
122.52
3.41
122.51
0.17
122.67
4.18
122.64
0.00
122.64
4.92
122.69
0.00
122.69
6.27
122.68
0.00
122.68
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.29
Ex IO
K
CH 1240.00
2%1.7%
7.4%
7.5%
1
0
.5
% 0.5%
-5.26
122.74
0.00
122.74
-3.30
122.75
0.03
122.78
-1.30
122.72
0.03
122.75
0.00
122.62
0.03
122.65
2.85
122.36
0.03
122.39
3.26
122.31
0.03
122.34
3.45
122.31
0.18
122.49
4.31
122.45
-0.00
122.45
4.96
122.46
0.00
122.46
6.32
122.47
0.00
122.47
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.29
Ex IO
K
CH 1255.00
2.1%
3.4
%
6.4%
9
.3
%
8
.4
%
2.4%
-5.22
122.78
0.00
122.78
-3.30
122.79
0.03
122.82
-1.11
122.71
0.03
122.74
0.00
122.64
0.03
122.67
3.00
122.38
0.03
122.41
3.41
122.31
0.05
122.36
3.60
122.34
0.17
122.51
4.47
122.47
0.00
122.47
5.11
122.50
0.00
122.50
6.45
122.54
0.00
122.54
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CL
122.51
Ex IO
K
CH 1275.00
1.7%
4.3
%
5.8
%
8
.1
%
9
.7
%
0.7%
-5.20
123.06
0.00
123.06
-3.30
122.99
0.03
123.02
-1.07
122.90
0.03
122.93
0.00
122.84
0.03
122.87
3.01
122.58
0.02
122.59
3.42
122.52
0.02
122.54
3.61
122.61
0.09
122.69
4.11
122.73
-0.06
122.67
5.10
122.73
0.00
122.73
6.44
122.74
0.00
122.74
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
CROSS SECTIONS
21853
C305
AC
AG
21853-C3.dwg
26 JULY 2017
AS SHOWN
LM = LINE MARKING (EDGE OF PARKING LANE)
LEGEND
CL = ROAD CENTRE LINE (FOR SET-OUT PURPOSES)
01COUNCIL COMMENTS
05.09.17
HOR 1:100
LENGTHS ARE IN METRES
5432101 HOR 1:2000.5 0 1 2
@A3@A1VER 1:50 VER 1:1000.5 1.5 2.5
LM
CH 41.67
5%
13.7%
4.5%
-8.25
127.94
0.00
127.94
-6.75
127.81
0.05
127.87
-5.74
127.71
0.02
127.73
-5.55
127.61
0.07
127.68
-5.14
127.67
0.06
127.73
-5.14
127.67
0.06
127.73
-3.42
127.78
0.03
127.81
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM127.0
LM
CH 59.41
3.4%
13.7%
3.4%
-8.27
126.87
-0.00
126.86
-6.77
126.76
0.06
126.81
-5.74
126.63
0.04
126.67
-5.55
126.53
0.09
126.62
-5.14
126.61
0.06
126.67
-5.14
126.61
0.06
126.67
-3.25
126.71
0.03
126.74
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM126.0
LM
CH 77.52
2.6%
13%
5.7%
-8.19
125.65
0.00
125.65
-6.69
125.57
0.04
125.61
-5.74
125.54
-0.05
125.49
-5.55
125.40
0.04
125.44
-5.14
125.46
0.03
125.49
-5.14
125.46
0.03
125.49
-3.25
125.56
0.03
125.59
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM125.0
LM
CH 96.27
2.5%
10.7
% 4.9%
-8.20
124.72
0.00
124.72
-6.70
124.65
0.04
124.69
-5.74
124.61
-0.03
124.58
-5.55
124.47
0.06
124.53
-5.14
124.54
0.05
124.58
-5.14
124.54
0.05
124.58
-3.25
124.65
0.03
124.68
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CH 114.75
2.5%
11.3
% 5.5%
-8.21
124.23
0.00
124.23
-6.71
124.17
0.02
124.19
-5.74
124.13
-0.05
124.08
-5.55
124.00
0.03
124.03
-5.14
124.05
0.03
124.08
-5.14
124.05
0.03
124.08
-3.25
124.16
0.03
124.19
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 132.17
2.5%
9.7
% 6%
-8.21
123.94
0.00
123.94
-6.71
123.87
0.04
123.90
-5.74
123.80
0.01
123.81
-5.55
123.73
0.03
123.76
-5.14
123.78
0.03
123.81
-5.14
123.78
0.03
123.81
-3.25
123.88
0.03
123.91
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 143.50
3.8%
1
5
.8
%
4.2%
-8.19
123.83
-0.00
123.83
-6.69
123.73
0.05
123.77
-5.74
123.59
0.04
123.62
-5.55
123.51
0.06
123.57
-5.14
123.56
0.06
123.62
-5.14
123.56
0.06
123.62
-3.25
123.67
0.03
123.70
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 154.34
2.5%
7.7
%4.8
%
-8.13
123.48
-0.01
123.47
-6.63
123.43
0.01
123.43
-5.74
123.37
-0.01
123.36
-5.55
123.29
0.03
123.31
-5.14
123.33
0.03
123.36
-5.14
123.33
0.03
123.36
-3.25
123.43
0.03
123.46
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 187.42
2.5%
11.4
% 5.8%
-8.24
122.41
0.00
122.41
-6.74
122.38
-0.00
122.37
-5.74
122.29
-0.03
122.26
-5.55
122.19
0.03
122.21
-5.14
122.23
0.03
122.26
-5.14
122.23
0.03
122.26
-3.25
122.34
0.03
122.37
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CH 198.27
2.5%
7% 5.6
%
-8.29
122.09
0.00
122.09
-6.79
122.05
0.00
122.05
-5.74
121.98
-0.00
121.98
-5.55
121.91
0.01
121.93
-5.14
121.94
0.03
121.98
-5.14
121.94
0.03
121.98
-3.25
122.05
0.03
122.08
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CH 213.89
2.5%
9%
5.8
%
-8.31
122.01
0.00
122.01
-6.81
121.92
0.05
121.97
-5.74
121.80
0.07
121.88
-5.55
121.78
0.04
121.83
-5.14
121.83
0.05
121.88
-5.14
121.83
0.05
121.88
-3.25
121.95
0.03
121.98
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CH 221.69
2.4%
11%
4.8%
-8.23
122.19
0.00
122.19
-6.73
122.14
0.02
122.16
-5.74
122.07
-0.03
122.05
-5.55
121.98
0.02
122.00
-5.14
122.02
0.03
122.05
-5.14
122.02
0.03
122.05
-3.25
122.11
0.03
122.14
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
(#9)
(#11)
(#13)
(#15)
(#23)
(#21)
(#19)
(#17) (#25)
(#25)
(#27)
(#29)
0.020.02
0.02
0.030.03
0.020.04
0.050.05
0.03
0.03
0.04
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DRIVEWAY SECTIONS - EAST SIDE (B99 VEHICLE)
21853
C401
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
LM
CH 250.44
2.5%
6.1
%
0.5%
-8.20
123.05
-6.70
123.06
-0.05
123.01
-5.74
122.98
-0.03
122.95
-5.55
122.86
0.05
122.90
-5.14
122.90
0.05
122.95
-5.14
122.90
0.05
122.95
-3.25
122.93
0.03
122.96
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CH 268.93
2.5%
10.4
%4.8
%
-8.21
123.13
0.00
123.13
-6.71
123.02
0.07
123.10
-5.74
122.98
0.01
123.00
-5.55
122.91
0.04
122.95
-5.14
122.95
0.05
123.00
-5.14
122.95
0.05
123.00
-3.25
123.06
0.03
123.09
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CH 287.18
2.5%
11%
5.3%
-8.17
122.84
0.00
122.84
-6.67
122.77
0.03
122.80
-5.74
122.71
-0.01
122.70
-5.55
122.62
0.03
122.65
-5.14
122.67
0.03
122.70
-5.14
122.67
0.03
122.70
-3.25
122.76
0.03
122.79
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CH 294.85
5%
11.8
%
2.9%
-8.20
122.74
0.00
122.74
-6.70
122.63
0.04
122.67
-5.74
122.50
0.06
122.56
-5.55
122.47
0.04
122.51
-5.14
122.50
0.06
122.56
-5.14
122.50
0.06
122.56
-3.25
122.58
0.03
122.61
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CH 324.15
5%
2%
3.9%
-8.25
121.95
0.04
121.98
-6.75
121.83
0.08
121.91
-6.27
121.81
0.06
121.87
-6.08
121.81
-0.09
121.72
-5.78
121.77
0.11
121.87
-5.18
121.75
0.13
121.88
-5.18
121.75
0.13
121.88
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
CH 329.74
5%
1.6% 2%
4%
-8.32
121.77
0.04
121.81
-6.82
121.69
0.04
121.74
-6.32
121.68
0.05
121.73
-6.13
121.67
-0.10
121.58
-5.83
121.63
0.10
121.74
-5.23
121.61
0.14
121.75
-5.23
121.61
0.14
121.75
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CH 347.70
5.1%
13.7%
5%
-8.32
121.50
0.00
121.50
-6.82
121.42
0.00
121.42
-5.89
121.33
-0.03
121.30
-5.70
121.22
0.03
121.25
-5.29
121.26
0.03
121.30
-5.29
121.26
0.03
121.30
-3.40
121.36
0.03
121.39
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CH 379.93
2.5%
11.8
% 5.3%
-8.33
121.17
0.00
121.17
-6.83
121.08
0.05
121.13
-5.89
121.02
0.00
121.02
-5.70
120.95
0.02
120.97
-5.29
120.99
0.03
121.02
-5.29
120.99
0.03
121.02
-3.40
121.09
0.03
121.12
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CH 383.65
2.5%
10.7
% 5.1%
-8.35
121.15
0.00
121.15
-6.85
121.09
0.02
121.11
-5.89
120.99
0.02
121.01
-5.70
120.92
0.03
120.96
-5.29
120.97
0.04
121.01
-5.29
120.97
0.04
121.01
-3.40
121.07
0.03
121.10
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CH 418.16
5%
14.8%
3.5%
-8.42
121.09
-0.00
121.09
-6.92
120.92
0.10
121.01
-5.89
120.83
0.03
120.86
-5.70
120.74
0.08
120.81
-5.29
120.78
0.08
120.86
-5.29
120.78
0.08
120.86
-3.40
120.90
0.03
120.93
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CH 422.46
5%
14.8%
4.8%
-8.36
121.03
-0.00
121.03
-6.86
120.87
0.08
120.95
-5.89
120.77
0.04
120.81
-5.70
120.68
0.08
120.76
-5.29
120.73
0.08
120.81
-5.29
120.73
0.08
120.81
-3.40
120.87
0.03
120.90
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CH 458.25
2.5%
14.2% 7
%
-8.47
120.54
-0.01
120.53
-6.97
120.48
0.01
120.49
-5.89
120.42
-0.08
120.34
-5.70
120.27
0.02
120.29
-5.29
120.31
0.03
120.34
-5.29
120.31
0.03
120.34
-3.40
120.44
0.03
120.47
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
(#37)
(#35)
(#33)
(#31)
(#45)
(#43)
(#41)
(#39) (#47)
(#49-51)
(#49-51)
(#53)
0.030.03
0.02
0.02
0.030.05
0.06
0.01
0.020.02
0.030.01
0.01
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C402
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - EAST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
LM
CH 463.48
2.5%
10.2
%7.4
%
-8.50
120.35
0.00
120.35
-7.00
120.30
0.01
120.31
-5.91
120.22
-0.02
120.20
-5.72
120.13
0.02
120.15
-5.31
120.17
0.03
120.20
-5.31
120.17
0.03
120.20
-3.42
120.31
0.03
120.34
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM119.0
CH 484.79
2.5%
0.5%
7.6
%
-8.58
119.57
0.00
119.57
-7.08
119.54
-0.01
119.53
-5.86
119.51
0.02
119.53
-5.56
119.39
0.10
119.49
-5.26
119.43
0.10
119.53
-5.26
119.43
0.10
119.53
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM119.0
LM
CH 496.67
5%
12.4%
4.5%
-8.59
119.17
0.00
119.17
-7.09
119.01
0.09
119.10
-5.89
118.87
0.08
118.95
-5.70
118.82
0.08
118.90
-5.29
118.88
0.07
118.95
-5.29
118.88
0.07
118.95
-3.40
119.00
0.03
119.03
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CH 522.90
4.7%
10.3
% 5.4%
-8.26
117.63
-0.01
117.62
-6.76
117.47
0.08
117.55
-5.89
117.42
0.04
117.46
-5.70
117.33
0.08
117.41
-5.29
117.40
0.06
117.46
-5.29
117.40
0.06
117.46
-3.40
117.53
0.03
117.56
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
LM
CH 538.87
2.5%
10.8
%8.2
%
-8.40
116.55
0.00
116.55
-6.90
116.48
0.04
116.51
-5.89
116.42
-0.01
116.40
-5.70
116.32
0.03
116.35
-5.29
116.37
0.03
116.40
-5.29
116.37
0.03
116.40
-3.40
116.52
0.03
116.55
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
LM
CH 546.40
3.7%
9.7
%4.9
%
-8.33
116.08
0.00
116.09
-6.83
115.97
0.06
116.03
-5.89
115.91
0.03
115.94
-5.70
115.83
0.06
115.89
-5.29
115.88
0.06
115.94
-5.29
115.88
0.06
115.94
-3.40
116.00
0.03
116.03
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
LM
CH 578.54
2.5%
7.3
%5.5
%
-8.41
113.93
-0.01
113.92
-6.91
113.88
0.00
113.88
-5.89
113.83
-0.02
113.81
-5.70
113.73
0.03
113.76
-5.29
113.78
0.03
113.81
-5.29
113.78
0.03
113.81
-3.40
113.88
0.03
113.91
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM113.0
LM
CH 583.98
2.4%
7.3
% 4.6%
-8.44
113.59
-0.00
113.59
-6.94
113.53
0.03
113.55
-5.89
113.50
-0.02
113.48
-5.70
113.40
0.02
113.43
-5.29
113.45
0.03
113.48
-5.29
113.45
0.03
113.48
-3.40
113.53
0.03
113.56
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM113.0
LM
CH 602.04
2.7%
11.4
%8.2
%
-8.42
112.65
0.00
112.65
-6.92
112.59
0.02
112.61
-5.89
112.49
0.00
112.49
-5.70
112.42
0.02
112.44
-5.29
112.46
0.03
112.49
-5.29
112.46
0.03
112.49
-3.40
112.61
0.03
112.64
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
CH 626.22
2.4%
1.6%
8.1
%
-8.37
112.22
0.00
112.22
-6.87
112.11
0.06
112.18
-5.86
112.02
0.14
112.16
-5.56
112.00
0.12
112.12
-5.26
112.04
0.12
112.16
-5.26
112.04
0.12
112.16
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM111.0
LM
CH 653.46
2.5%
6.7
%
7.6
%
-8.26
113.00
0.01
113.01
-6.76
112.89
0.08
112.97
-5.85
112.90
0.02
112.91
-5.66
112.81
0.05
112.86
-5.25
112.88
0.03
112.91
-5.25
112.88
0.03
112.91
-3.36
113.03
0.03
113.06
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
LM
CH 669.00
2.5%
5%
6.3
%
-8.46
113.92
0.01
113.93
-6.96
113.87
0.02
113.89
-5.89
113.81
0.03
113.84
-5.70
113.73
0.05
113.79
-5.29
113.80
0.04
113.84
-5.29
113.80
0.04
113.84
-3.40
113.93
0.03
113.96
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM113.0
(#55)
(#57)
(#57)
(#59)
(#61)
(#63)
(#65)
(#67)
(#67A)
(#67B)
(#69)
(#71)
0.11
0.020.01
0.02
0.020.03
0.040.05
0.020.02
0.040.05
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C403
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - EAST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
LM
CH 677.67
2.5%
6.6
%
6.8
%
-8.43
114.46
0.00
114.46
-6.93
114.40
0.02
114.42
-5.89
114.32
0.03
114.35
-5.70
114.26
0.04
114.30
-5.29
114.32
0.03
114.35
-5.29
114.32
0.03
114.35
-3.40
114.45
0.03
114.48
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM114.0
LM
CH 692.52
2.5%
6.7
%
6.4
%
-8.45
115.24
0.00
115.24
-6.95
115.18
0.03
115.20
-5.89
115.13
-0.00
115.13
-5.70
115.03
0.05
115.08
-5.29
115.10
0.03
115.13
-5.29
115.10
0.03
115.13
-3.40
115.22
0.03
115.25
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM114.0
LM
CH 713.35
2.5%
7.1
%6.9
%
-8.53
116.15
0.00
116.15
-7.03
116.09
0.02
116.11
-5.89
116.01
0.03
116.03
-5.70
115.94
0.04
115.98
-5.29
116.00
0.04
116.03
-5.29
116.00
0.04
116.03
-3.40
116.13
0.03
116.16
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
LM
CH 737.62
2.7%
8.2
% 7.3
%
-8.58
116.83
0.01
116.84
-7.08
116.78
0.02
116.80
-5.89
116.69
0.01
116.70
-5.70
116.61
0.04
116.65
-5.29
116.67
0.03
116.70
-5.29
116.67
0.03
116.70
-3.40
116.81
0.03
116.84
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
LM
CH 741.73
2.5%
12%
6.6
%
-8.55
116.95
0.02
116.97
-7.05
116.88
0.06
116.94
-5.89
116.74
0.06
116.80
-5.70
116.72
0.03
116.75
-5.29
116.77
0.03
116.80
-5.29
116.77
0.03
116.80
-3.40
116.89
0.03
116.92
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
LM
CH 757.79
2.5%
7.6
%
7%
-8.40
117.24
0.01
117.25
-6.90
117.18
0.04
117.21
-5.89
117.15
-0.01
117.14
-5.70
117.05
0.03
117.09
-5.29
117.11
0.03
117.14
-5.29
117.11
0.03
117.14
-3.40
117.24
0.03
117.27
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
CH 788.67
2.5%
6.4
%
-8.50
118.03
0.00
118.03
-7.00
117.96
0.04
118.00
-5.86
117.89
0.04
117.92
-5.67
117.87
0.00
117.87
-5.26
117.89
0.04
117.92
-5.26
117.89
0.04
117.92
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
LM
CH 806.10
5%
13.1%
3.5%
-8.65
118.47
0.00
118.47
-7.15
118.31
0.08
118.39
-5.84
118.20
0.02
118.22
-5.65
118.11
0.06
118.17
-5.24
118.16
0.06
118.22
-5.24
118.16
0.06
118.22
-3.35
118.26
0.03
118.29
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
LM
CH 827.09
5%
11%
4.6%
-8.36
118.89
0.00
118.89
-6.86
118.77
0.05
118.82
-5.84
118.66
0.05
118.71
-5.65
118.58
0.08
118.66
-5.24
118.65
0.06
118.71
-5.24
118.65
0.06
118.71
-3.35
118.77
0.03
118.80
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CH 832.20
2.4%
8.9
%6.7
%
-8.28
118.93
0.00
118.93
-6.78
118.87
0.02
118.89
-5.84
118.87
-0.06
118.81
-5.65
118.71
0.05
118.76
-5.24
118.78
0.03
118.81
-5.24
118.78
0.03
118.81
-3.35
118.91
0.03
118.94
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
LM
CH 861.12
2.6%
5.2%
5%
-8.29
119.78
-0.00
119.78
-6.79
119.73
0.01
119.74
-5.84
119.66
0.03
119.69
-5.65
119.59
0.05
119.64
-5.24
119.65
0.04
119.69
-5.24
119.65
0.04
119.69
-3.35
119.76
0.03
119.79
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM119.0
(#73)
(#75)
(#77)
(#79)
(#85)
(#83)
(#81) (#87)
(#89)
(#91)
(#93)
0.040.04
0.04
0.030.04
0.020.03
0.03
0.04
0.05
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C404
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - EAST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
LM
CH 887.14
4.9%
1
7
.1
%
4.3%
-7.69
120.82
-0.00
120.82
-6.69
120.70
0.07
120.77
-5.84
120.58
0.04
120.62
-5.65
120.48
0.10
120.57
-5.24
120.54
0.08
120.62
-5.24
120.54
0.08
120.62
-3.35
120.67
0.03
120.70
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CH 892.58
4.2%
13.9%
3%
-7.58
120.97
0.00
120.98
-6.58
120.84
0.09
120.93
-5.84
120.75
0.08
120.83
-5.65
120.70
0.08
120.78
-5.24
120.75
0.08
120.83
-5.24
120.75
0.08
120.83
-3.35
120.86
0.03
120.89
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
LM
CH 913.38
4.8%
12.7
%
4.1%
-8.28
121.75
0.03
121.78
-6.78
121.61
0.10
121.71
-5.84
121.53
0.06
121.59
-5.65
121.51
0.03
121.54
-5.24
121.56
0.03
121.59
-5.24
121.56
0.03
121.59
-3.35
121.64
0.03
121.67
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CH 932.80
4.8%
12.6
%5.1
%
-8.23
122.33
0.08
122.41
-6.73
122.26
0.08
122.34
-5.84
122.23
-0.00
122.23
-5.65
122.14
0.03
122.18
-5.24
122.20
0.03
122.23
-5.24
122.20
0.03
122.23
-3.35
122.29
0.03
122.32
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
LM
CH 966.33
2.5%
11.7
%
6.6
%
-8.06
123.08
0.00
123.09
-6.56
123.02
0.03
123.05
-5.84
122.97
-0.00
122.96
-5.65
122.88
0.03
122.91
-5.24
122.93
0.03
122.96
-5.24
122.93
0.03
122.96
-3.35
123.06
0.03
123.09
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
LM
CH 986.22
4.4%
14.1%
3.1%
-8.55
123.57
-0.01
123.56
-7.05
123.42
0.07
123.49
-5.84
123.36
-0.04
123.32
-5.65
123.20
0.07
123.27
-5.24
123.26
0.06
123.32
-5.24
123.26
0.06
123.32
-3.35
123.35
0.03
123.38
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 1000.84
4.6%
7.2
%
0.2%
-8.52
123.66
0.03
123.69
-7.02
123.61
0.02
123.62
-5.84
123.55
-0.01
123.54
-5.65
123.46
0.03
123.49
-5.24
123.50
0.04
123.54
-5.24
123.50
0.04
123.54
-3.35
123.51
0.03
123.54
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 1007.16
0.5%
10.5
%
3.7%
1.2%
-8.53
123.81
-0.02
123.80
-7.03
123.77
0.02
123.79
-5.84
123.68
-0.02
123.67
-5.65
123.58
0.04
123.62
-5.24
123.63
0.03
123.67
-5.24
123.63
0.03
123.67
-3.35
123.68
0.03
123.71
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 1020.71
5%
8.8
%
4.5%
0.2%
-8.59
124.08
0.04
124.12
-7.09
124.04
0.01
124.04
-5.84
123.90
0.03
123.93
-5.65
123.84
0.04
123.88
-5.24
123.89
0.04
123.93
-5.24
123.89
0.04
123.93
-3.35
123.97
0.03
124.00
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
LM
CH 1051.93
1
7
.5
%
5%
1
7
.6
%
1.6%
-9.34
125.15
0.04
125.19
-7.34
124.75
0.09
124.84
-6.34
124.72
0.07
124.79
-5.65
124.59
0.04
124.63
-5.24
124.62
0.06
124.68
-5.24
124.62
0.06
124.68
-3.35
124.68
0.03
124.71
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CH 1066.23
1
7
.5
%
5%
1
7
.6
%
1.7%
-9.34
125.45
-0.02
125.43
-7.34
124.99
0.09
125.08
-6.34
124.95
0.08
125.03
-5.65
124.83
0.03
124.87
-5.24
124.87
0.05
124.92
-5.24
124.87
0.05
124.92
-3.35
124.92
0.03
124.95
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
(#95)
(#97)
(#99)
(#101)(#109)
(#107)
(#105)
(#103) (#111)
(#113A)
(#113B)
0.020.02
0.050.04
0.020.03
0.03
0.030.01
0.00
0.03
0.02
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C405
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - EAST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
LM
CH 1080.46
1
7
.5
%
5%
1
7
.6
%
1.9%
-9.34
125.59
-0.02
125.57
-7.34
125.16
0.06
125.22
-6.34
125.13
0.04
125.17
-5.65
124.98
0.03
125.01
-5.24
125.01
0.05
125.06
-5.24
125.01
0.05
125.06
-3.35
125.07
0.03
125.10
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CH 1094.00
1
7
.5
%
5%
1
7
.6
%
1.8%
-9.34
125.56
-0.02
125.54
-7.34
125.13
0.06
125.19
-6.34
125.09
0.05
125.14
-5.65
124.94
0.04
124.98
-5.24
124.98
0.05
125.03
-5.24
124.98
0.05
125.03
-3.35
125.04
0.03
125.07
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
LM
CH 1125.07
1
7
.2
%
4.4%
1
5
.2
%
3.1%
-10.26
125.42
-0.06
125.35
-8.26
125.08
-0.07
125.01
-7.08
124.89
0.07
124.96
-5.84
124.63
0.14
124.77
-5.65
124.66
0.06
124.72
-5.24
124.69
0.08
124.77
-5.24
124.69
0.08
124.77
-3.35
124.80
0.03
124.83
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
(#115A)
(#115B)
(#117, SCOUT HALL)
0.000.00
0.01
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C406
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - EAST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
CL
CH 91.27
5.6%
9%
2.6%
4.1%
0.00
124.76
0.03
124.80
2.95
124.51
0.05
124.56
2.95
124.51
0.05
124.56
3.36
124.46
0.05
124.51
3.55
124.44
0.11
124.56
5.06
124.60
0.00
124.60
6.36
124.65
0.00
124.65
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
CL
CH 155.34
4%
9%
1.6%
0.00
123.32
0.03
123.35
2.89
123.11
0.03
123.14
2.89
123.11
0.03
123.14
3.30
123.07
0.03
123.09
3.49
123.02
0.12
123.14
5.05
123.17
0.00
123.17
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 160.10
4.6%
9.1
%
1.6%
4.4%
0.00
123.19
0.03
123.22
2.90
122.97
0.03
123.00
2.90
122.97
0.03
123.00
3.31
122.92
0.03
122.95
3.50
122.90
0.10
123.00
5.05
123.02
0.00
123.02
6.39
123.08
0.00
123.08
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 179.88
5.6%
10.1
%
3.4%
2.3%
0.00
122.52
0.03
122.55
2.88
122.28
0.03
122.30
2.88
122.28
0.03
122.30
3.29
122.23
0.02
122.25
3.48
122.20
0.10
122.30
5.02
122.36
0.00
122.36
6.38
122.39
0.00
122.39
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 211.10
6.9
%
10.9
%
0.6%
0.00
121.84
0.03
121.87
2.88
121.55
0.05
121.60
2.88
121.55
0.05
121.60
3.29
121.49
0.06
121.55
3.48
121.44
0.16
121.60
5.11
121.61
0.00
121.61
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
CL
CH 227.52
5.3%
10.5
%
3.5%
3.2%
0.00
122.19
0.03
122.22
2.85
121.95
0.03
121.98
2.85
121.95
0.03
121.98
3.26
121.90
0.03
121.93
3.45
121.88
0.10
121.98
5.09
122.04
0.00
122.04
6.43
122.08
0.00
122.08
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
CL
CH 246.12
7.4
%
7.8
%
3.4%
0.00
122.80
0.03
122.83
2.90
122.56
0.04
122.61
2.90
122.56
0.04
122.61
3.31
122.52
0.04
122.56
3.50
122.49
0.12
122.61
5.07
122.66
0.00
122.66
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 264.91
5.4%
11.4
%
4.2%
0.8%
0.00
123.00
0.03
123.02
3.03
122.70
0.03
122.73
3.03
122.70
0.03
122.73
3.44
122.65
0.03
122.68
3.63
122.67
0.06
122.73
5.08
122.79
0.00
122.79
6.42
122.80
0.00
122.80
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 283.69
5.4%
10.2
%
6.6
%
2.2%
0.00
122.72
0.03
122.75
3.08
122.46
0.03
122.49
3.08
122.46
0.03
122.49
3.49
122.39
0.05
122.44
3.68
122.39
0.10
122.49
5.04
122.58
0.00
122.58
6.38
122.60
0.00
122.60
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 307.54
8.6
%
7.9
%
2.2%
2.7%
0.00
122.14
0.04
122.19
2.75
121.93
0.03
121.96
2.75
121.93
0.03
121.96
3.16
121.87
0.04
121.91
3.35
121.85
0.12
121.96
5.04
122.00
0.00
122.00
6.41
122.04
0.00
122.04
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM121.0
CL
CH 336.48
8.8
%
10.3
%
0.3%
0.00
121.46
0.03
121.49
2.59
121.21
0.03
121.24
2.59
121.21
0.03
121.24
3.00
121.16
0.03
121.19
3.19
121.15
0.08
121.24
4.82
121.24
0.00
121.24
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
0.04
(#2A)
(#4)
(#1/6)
(#2/6)
(#8)
(#10)
(#12)
(#14)
(#16)
(#18)
(#20)
0.05
0.05
0.04
0.05
0.04
0.04
0.04
0.03
0.05
0.05
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C407
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - WEST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
CL
CH 353.59
5.2%
11.5
%
1%
3.2%
0.00
121.17
0.02
121.20
2.62
120.92
0.03
120.95
2.62
120.92
0.03
120.95
3.03
120.87
0.03
120.90
3.22
120.87
0.08
120.95
4.86
120.97
0.00
120.97
6.22
121.01
0.00
121.01
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
CL
CH 370.62
6.5
%
10.6
%
3.5%
2.8%
0.00
121.02
0.03
121.05
2.66
120.77
0.04
120.81
2.66
120.77
0.04
120.81
3.07
120.72
0.04
120.76
3.26
120.69
0.12
120.81
4.87
120.86
0.00
120.86
6.22
120.90
0.00
120.90
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
CL
CH 398.02
4.7%
9.6
%
3.9%
2.6%
0.00
120.93
0.03
120.96
2.84
120.72
0.01
120.73
2.84
120.72
0.01
120.73
3.25
120.66
0.02
120.68
3.44
120.68
0.05
120.73
4.91
120.79
0.00
120.79
6.26
120.83
0.00
120.83
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
CL
CH 436.05
2.8%
9.5
%
2.6%
3.7%
0.00
120.73
0.02
120.76
2.95
120.51
0.03
120.54
2.95
120.51
0.03
120.54
3.36
120.46
0.04
120.49
3.55
120.53
0.02
120.54
4.86
120.58
0.00
120.58
6.22
120.63
0.00
120.63
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM120.0
CL
CH 512.27
2.6%
8.9
%
5.4%
4.4%
0.00
118.19
0.03
118.22
2.87
117.97
0.03
118.00
2.87
117.97
0.03
118.00
3.28
117.91
0.04
117.95
3.47
117.99
0.01
118.00
4.81
118.07
0.00
118.07
6.20
118.13
0.00
118.13
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
CL
CH 532.25
4.6%
10.3
%
5.8%
3.6%
0.00
116.94
0.03
116.97
2.85
116.69
0.03
116.72
2.85
116.69
0.03
116.72
3.26
116.63
0.03
116.67
3.45
116.72
-0.00
116.72
4.82
116.80
0.00
116.80
6.16
116.84
0.00
116.84
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
CL
CH 540.57
3.9%
9.5
%
4.7%
2.5%
0.00
116.39
0.03
116.42
2.90
116.15
0.03
116.18
2.90
116.15
0.03
116.18
3.31
116.12
0.01
116.13
3.50
116.21
-0.03
116.18
4.83
116.24
0.00
116.24
6.15
116.28
0.00
116.28
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
CL
CH 559.27
3.1%
10%
3.2%
1.6%
0.00
115.14
0.03
115.17
2.90
114.91
0.03
114.94
2.90
114.91
0.03
114.94
3.31
114.85
0.04
114.89
3.50
114.93
0.01
114.94
4.82
114.98
0.00
114.98
6.19
115.00
0.00
115.00
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM114.0
CL
CH 577.36
4.1%
9.1
%
6.3
%
3.1%
0.00
113.94
0.03
113.97
2.83
113.71
0.03
113.74
2.83
113.71
0.03
113.74
3.24
113.66
0.03
113.69
3.43
113.76
-0.02
113.74
4.78
113.83
0.00
113.83
6.14
113.87
0.00
113.87
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM113.0
CL
CH 591.69
3.3%
9.1
%
6%
4.1%
0.00
113.05
0.03
113.09
2.85
112.84
0.03
112.87
2.85
112.84
0.03
112.87
3.26
112.79
0.03
112.82
3.45
112.87
0.00
112.87
4.80
112.95
0.00
112.95
6.08
113.00
0.00
113.00
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
CL
CH 649.46
6.9
%
5.7%
2.7%
0.00
112.82
0.03
112.85
2.85
112.62
0.03
112.65
2.85
112.62
0.03
112.65
3.26
112.55
0.04
112.60
3.45
112.64
0.01
112.65
4.83
112.73
0.00
112.73
6.15
112.76
0.00
112.76
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM112.0
(#22)
(#24)
(#26)
(#26A)
(#1)
(#28)
(#30)
(#32)
(#34)
(#34)
(#40)
0.04
0.04
0.04
0.04
0.03
0.03
0.04
0.05
0.04
0.04
0.04
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C408
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - WEST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
CL
CH 712.14
4.5%
9.7
%
3.4%
0.2%
0.00
116.04
0.03
116.07
2.91
115.80
0.03
115.83
2.91
115.80
0.03
115.83
3.32
115.74
0.04
115.78
3.51
115.75
0.07
115.83
4.88
115.87
0.00
115.87
6.25
115.87
0.00
115.87
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM115.0
CL
CH 736.87
7.3
%
6.8
%
6.1
%
1.3%
0.00
116.71
0.03
116.74
2.91
116.50
0.03
116.53
2.91
116.50
0.03
116.53
3.32
116.45
0.03
116.48
3.51
116.47
0.06
116.53
4.90
116.62
0.00
116.62
6.24
116.64
0.00
116.64
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM116.0
CL
CH 817.52
4.4%
10.7
%
0.6%
3%
0.00
118.46
0.03
118.49
3.04
118.19
0.03
118.22
3.04
118.19
0.03
118.22
3.45
118.13
0.04
118.17
3.64
118.18
0.04
118.22
5.03
118.23
0.00
118.23
6.38
118.25
0.02
118.27
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM117.0
CL
CH 839.52
10.1
%
9.7
%
5.4%
1.8%
0.00
119.03
0.03
119.06
3.09
118.74
0.02
118.76
3.09
118.74
0.02
118.76
3.50
118.67
0.04
118.71
3.69
118.75
0.01
118.76
5.19
118.84
0.00
118.84
6.52
118.87
0.00
118.87
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM118.0
CL
CH 863.62
5.6%
6%
3.6%
10%
2.5%
0.00
119.81
0.03
119.84
3.02
119.63
0.03
119.66
3.02
119.63
0.03
119.66
3.43
119.61
0.01
119.61
3.62
119.59
0.07
119.66
4.12
119.56
0.12
119.68
5.12
119.49
0.09
119.58
6.62
119.40
0.14
119.54
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM119.0
CL
CH 943.09
6.8
%
8.2
%
4.6%
2.9%
0.00
122.52
0.03
122.55
2.94
122.31
0.02
122.33
2.94
122.31
0.02
122.33
3.35
122.27
0.01
122.28
3.54
122.31
0.02
122.33
5.13
122.40
0.00
122.40
6.51
122.44
0.00
122.44
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 1025.01
13.1%
9%
7%
1.9%
0.00
123.97
0.06
124.03
2.93
123.70
0.03
123.73
2.93
123.70
0.03
123.73
3.34
123.65
0.03
123.68
3.53
123.74
-0.01
123.73
4.86
123.82
0.00
123.82
6.22
123.84
0.00
123.84
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
CL
CH 1042.86
5.4%
11.2
%
3.6%
2.6%
0.00
124.42
0.03
124.45
2.92
124.15
0.03
124.18
2.92
124.15
0.03
124.18
3.33
124.08
0.05
124.13
3.52
124.11
0.06
124.18
4.80
124.22
0.00
124.22
6.16
124.26
0.00
124.26
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
CL
CH 1054.80
5.5
%
11.1
%
4.6%
4%
0.00
124.64
0.03
124.67
2.95
124.36
0.03
124.39
2.95
124.36
0.03
124.39
3.36
124.31
0.04
124.34
3.55
124.44
-0.05
124.39
4.87
124.46
0.00
124.46
6.22
124.51
0.00
124.51
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
CL
CH 1072.37
5.7
%
11.8
%
5.9
%
0.00
124.90
0.03
124.93
2.93
124.61
0.03
124.63
2.93
124.61
0.03
124.63
3.34
124.57
0.02
124.58
3.53
124.65
-0.01
124.63
4.84
124.71
0.00
124.71
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
CL
CH 1129.67
6.1%
12.1
%
3.3%
4.2%
0.00
124.65
0.03
124.68
2.79
124.37
0.03
124.40
2.79
124.37
0.03
124.40
3.20
124.31
0.05
124.35
3.39
124.30
0.10
124.40
4.92
124.45
0.00
124.45
6.26
124.51
0.00
124.51
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM124.0
0.05
(#40E)
(#40G)
(#42A)
(#4 BALFOUR AVE)
(#6 BALFOUR AVE)
(#44)
(#50)
(#52)
(#54)
(#56)
(#62)
0.05
0.05
0.04
0.10
0.04
0.04
0.85
0.73
0.67
0.60
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C409
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - WEST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
CL
CH 1141.55
9.5
%
9.6
%
3.8%
1.7%
0.00
124.49
0.03
124.52
2.78
124.22
0.03
124.25
2.78
124.22
0.03
124.25
3.19
124.16
0.04
124.20
3.38
124.16
0.09
124.25
4.93
124.31
0.00
124.31
6.29
124.33
0.00
124.33
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
CL
CH 1182.59
7.3
%
11.2
%
4%
0.1%
0.00
123.58
0.03
123.61
2.79
123.32
0.03
123.35
2.79
123.32
0.03
123.35
3.20
123.27
0.03
123.30
3.39
123.27
0.07
123.35
4.91
123.41
0.00
123.41
6.27
123.41
0.00
123.41
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM123.0
CL
CH 1212.64
9.5
%
10.1
%
4.8%
2%
0.00
122.95
0.02
122.97
2.81
122.66
0.03
122.69
2.81
122.66
0.03
122.69
3.22
122.61
0.04
122.64
3.41
122.61
0.08
122.69
4.91
122.77
0.00
122.77
6.26
122.79
0.00
122.79
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
CL
CH 1237.57
8.5
%
10.1
%
4%
2.1%
0.00
122.64
0.02
122.67
2.84
122.37
0.03
122.40
2.84
122.37
0.03
122.40
3.25
122.32
0.03
122.35
3.44
122.32
0.08
122.40
4.95
122.46
0.00
122.46
6.31
122.49
0.00
122.49
OFFSET
EXISTING SURFACE
DEPTH
DESIGN SURFACE
DATUM122.0
(#64)
(#66)
(#70)
(#74)
0.04
0.04
0.04
0.04
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
21853
C410
AC
AG
21853-C4.dwg
26 JULY 2017
AS SHOWN
DRIVEWAY SECTIONS - WEST SIDE (B99 VEHICLE)
01COUNCIL COMMENTS
05.09.17
LENGTHS ARE IN METRES
1:50 @ A1
1 0.5 0 1 2
1:100 @ A3
1
2
7
1
2
8
1
2
9
1
3
0
1
3
0
1
3
0
1
3
1
1
3
1
131
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
T
E
L
S
T
R
A
P
I
T
T
E
L
S
T
R
A
P
I
T
TELSTRA
PIT
TELSTRA
PIT
WATER
METER
TELSTRA
PIT
TELSTRA
PITS
B
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
W
I
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H
L
I
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H
T
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C
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I
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P
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I
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H
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H
T
ELECTRICITY
POLE
WITH
LIGHT
E
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C
T
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P
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FIRE
PLUG
S
I
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N
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I
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N
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I
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N
SIGN
SIGN
SIGN
S
IG
N
WATER
STOP
VALVE
WATER
STOP
VALVE
W
A
T
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O
P
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A
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PICKETS
PIC
KE
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PICKETS PICKETS
P
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GATE
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HORIZONTAL BOARDS
W
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SLEEPER RETAINING WALL
C
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CONCRETE
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CO
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A
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GRASSED
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
GREAT RYRIE STREET
HEATHMONT ROAD
No.1/1No.3 No.5
No.7 No.9
No.2
A1
A2
A3
A4
A5
A6
A7
A8
B1
B2
B3
B4
B5
B6 B7 B8 B9 B10
B11
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
1
2
9
.
0
1
2
9
.0
1
3
0
.
0
1
2
8
.
8
1
2
9
.
2
1
2
9
.2
129.4
129.6
129.8
1
3
0
.
2
CH
0.00
CH
20
.0
0
CH
0.00
CH
0.00
B1 KERB(SD-C01)
A1
00
00 26.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
ORIGINAL ISSUE
21853
C501
DESIGN DEVELOPMENT
AC
AG
21853-C5.dwg
26 JULY 2017
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 3140
AS SHOWN
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLANHOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB A
HOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
HOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
KERB B KERB C
01COUNCIL COMMENTS
05.09.17
121
121
1
2
1
1
2
2
122 1
2
2
122
122
TELSTRA
PIT
TE
LS
TR
A
PIT
TE
LS
TR
A
PIT
ELECTRICITY
POLE
WITH
LIGHT
FIRE
PLUG
SIGN
WATER
STOP
VALVE
PA
LIN
GS
G
A
T
E
HORIZONTAL BOARDS
STONE RETAINING WALL
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CO
NC
RE
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DR
IV
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CO
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RE
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DR
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CO
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RE
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BIT
UM
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DR
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BITUMEN
FOOTPATH
GRASSED
GRASSEDSTRIP
HEDGE
X X
HEATHMONT ROAD
GARD
EN S
TREE
T
No.39 No.41
No.18
No.20
D1
D2
D3
D4E1
E2
E3
E4
E5
E6
T1
T2 T3 T4
CH
34
0.0
0
CH
33
6.4
8
CH
324.15
CH
32
9.7
4
CH
34
7.7
0
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
21853
C502
AC
AG
21853-C5.dwg
26 JULY 2017
AS SHOWN
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB D0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB E
KERB THOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
01COUNCIL COMMENTS
05.09.17
1
1
2
1
1
2
1
1
3
TELSTRA
PITS
TELSTRA PITS
TELSTRA
PIT
ELECTRICITY POLE
WITH LIGHT
FIRE
PLUG
SIGN
WATER
STOP
VALVE
P
A
L
I
N
G
S
BRICK
W
E
L
D
M
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S
H
FIRE
HYDRANT
GAS & FUEL PIT
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
GR
AV
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DR
IV
EW
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F
O
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P
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CONCRETE
GRASSED
GRASSED
X
3.30
3.30
2.30
HEATHMONT ROAD
KITS
ON S
TREE
TNo.38
No.67A No.67B
Ex.150Ø Ex.150Ø
Ex.600Ø
Ex.60
0Ø
H1
H2
H3
H4
H5
H6
H7
I1
I2
I3
I4
I5
I6
CH
605.00
CH
640.00
CH
602.04
CH
626.22
1
1
9
1
2
0
120
121
121
ELECTRICITY
POLE
TELSTRA
PITS
TELSTRA
PIT
TELSTRA PITS
ELECTRICITY
POLE
WITH
LIGHT
FIRE
PLUG
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
PICKETS
P
I
C
K
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T
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G
A
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M
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F
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CONCRETE
CROSSING
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C
O
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C
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CO
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RE
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DR
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CO
NC
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TE
DR
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FOOTPATH
GRASSED
STRIP
(BELLE VUE AVENUE)
XX
BELL
E VU
E AV
ENUE
No.55 No.1/57
No.2
No.1
HEATHMONT ROAD
F1
F2
F3
F4
F5
F6
G1
G2
G3
G4
G5
CH
45
5.0
0
CH
45
8.25
CH
46
3.48
CH
484
.7
9
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
21853
C503
AC
AG
21853-C5.dwg
26 JULY 2017
AS SHOWN
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB H
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB F 0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB G
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB I
01COUNCIL COMMENTS
05.09.17
TELSTRA
PITS
TELSTRA
PIT
ELECTRICITY
POLE
T
E
L
S
T
R
A
P
I
T
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
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TELSTRA
PITS
ELECTRICITY
POLE
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
ELECTRICITY
POLE
WITH
LIGHT
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POLE WITH LIGHT
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SIGN
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P
I
C
K
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T
S
PIC
KE
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SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
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PILLAR
GRAVEL
CROSSING
CONCRETE
CROSSING
C
O
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C
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CONCRETE
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STRIP
G
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A
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S
T
R
I
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STRIP
T
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L
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T
R
A
P
I
T
(BALFOUR AVENUE)
>>
>>
>>
E
x
.
2
2
5
Ø
E
x
.
2
2
5
Ø
HEATHMONT ROAD
BALFOUR AVENUE
No.95 No.97
No.4
No.6
No.8
No.4
CH
850
.0
0
CH
860
.0
0
CH
90
0.00
CH
839
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2
CH
863
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CH
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CH
88
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89
2.58
1
1
9
1
1
9
1
1
9
1
1
9
120
1
2
0
1
2
1
1
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1
TELSTRA
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TELSTRA
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T
E
L
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L
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C
T
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C
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T
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C
R
O
S
S
I
N
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ELECTRICITY
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POLE WITH LIGHT
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P
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C
K
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T
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PIC
KE
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SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
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(BALFOUR AVENUE)
>>
>>
>>
E
x
.
2
2
5
Ø
E
x
.
2
2
5
Ø
HEATHMONT ROAD
BALFOUR AVENUE
No.95 No.97
No.4
No.6
No.8
4.30 5.40
1.80
No.4
J1
J2
J3
J4
J5
J6
J7J8
J9
K1
K2
K3
K4
K5
K6
K7
3.86
4.40
3.00
5.701.104.501.10
5.85
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3.00
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R2
R3
R4
R5
R6
R7R8
1
2
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1
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2
1
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1
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.
6
1
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CH
850
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CH
860
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0
CH
90
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CH
839
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2
CH
863
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2
CH
861
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2
CH
88
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CH
89
2.58
119.4
119.2
1
1
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2
1
1
9
.
4
1
1
9
.
6
1
1
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.8
1
2
0
.
0
SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA AND
GRADE TOWARD HEATHMONT RD
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
21853
C504
AC
AG
21853-C5.dwg
26 JULY 2017
AS SHOWN
REMOVE & DISPOSE EXISTING CONCRETE,ASPHALT AND CRUSHED ROCK
REMOVE & DISPOSE EXISTING KERB,CONCRETE AND ASPHALT PAVEMENT(RETAIN CRUSHED ROCK BASE WHERE POSSIBLE)
LEGENDSAWCUT
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
DEMOLITION PLAN
KERB J KERB K
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB RHOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
HOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
01COUNCIL COMMENTS
05.09.17
1
2
2
1
2
3
124
124
TELSTRA
TELSTRA
PIT
TE
LS
TR
A
PIT
S
TE
LS
TR
A
PIT
TE
LS
TR
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CO
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RE
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CR
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SIN
G
ELECTRICITY
POLE
WITH
LIGHT
SIGN
WATER
STOP
VALVE
G
A
T
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G
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INS
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>>
>>
>>
EDNA STREET
No.105
No.107
No.48-No.48A
HEATHMONT ROAD
L1
L2
L3
L4
L5
L6
M1
M2
M3
M4
CH
1005.00
CH
986.22
CH
1000.84
CH
1007.16
1
2
4
1
2
5
1
2
5
126
TELSTRA
PITS
TELSTRA
PITS
ELECTRICITY
POLE
ELECTRICITY POLE WITH LIGHT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
G
A
T
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GA
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S
T
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N
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R
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T
A
I
N
I
N
G
W
A
L
L
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
CONCRETE
CROSSING
CO
NC
RE
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DR
IV
EW
AY
TOP
B
A
N
K
O
F
PEG
FOUND
CONCRETE
STRIP
STRIP
GRASSED
HEATHMONT SCOUT CENTRE
X
EDIT
H ST
REET
No.117
No.58 No.60
No.115B
HEATHMONT ROAD
N1
N2
N3
N4
N5
N6
O1
O2
O3
O4
O5
CH
10
90
.00
CH
112
0.00
CH
10
94
.00
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
21853
C505
AC
AG
21853-C5.dwg
26 JULY 2017
AS SHOWN
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB L
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB M
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB N
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB O
01COUNCIL COMMENTS
05.09.17
TELSTRA
PITS
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
TELSTRA
PITS
GAS
METER
ELECTRICITY
POLE WITH
LIGHT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
WATER
STOP
VALVE
P
A
L
I
N
G
S
P
A
L
I
N
G
S
V
E
R
T
I
C
A
L
B
O
A
R
D
S
V
E
R
T
I
C
A
L
B
O
A
R
D
S
W
E
L
D
M
E
S
H
FIRE
HYDRANT
B
E
N
C
H
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
OF
T
O
P
TOP
OF
IN
TOE
BANK
BANK
CH
AN
G
E
B
A
N
K
S
T
A
Y
W
I
R
E
FOOTPATH
STRIP
S
T
R
I
P
S
T
R
I
P
T
E
L
S
T
R
A
No.1
WAINUI AVENUE
No.121
No.78
No.3
HEATHMONT ROAD
CH
1275.00
1
2
2
1
2
3
124
1
2
4
1
2
5
TELSTRA
PITS
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
TELSTRA
PITS
GAS
METER
ELECTRICITY
POLE WITH
LIGHT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
WATER
STOP
VALVE
P
A
L
I
N
G
S
P
A
L
I
N
G
S
V
E
R
T
I
C
A
L
B
O
A
R
D
S
V
E
R
T
I
C
A
L
B
O
A
R
D
S
W
E
L
D
M
E
S
H
FIRE
HYDRANT
B
E
N
C
H
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
OF
T
O
P
TOP
OF
IN
TOE
BANK
BANK
CH
AN
G
E
B
A
N
K
S
T
A
Y
W
I
R
E
FOOTPATH
STRIP
S
T
R
I
P
S
T
R
I
P
T
E
L
S
T
R
A
No.1
WAINUI AVENUE
No.121
No.78
No.3
HEATHMONT ROAD
5.10
1.80
P1
P2
P3
P4
P5
P6
Q1
Q2
Q3
Q4
Q5
Q6
Q7
Q8
Q9
Q10
Q11
Q12
Q13
S1
S2
S3
S4
S5
S6
S7
S8
1
2
2
.
0
1
2
3
.
0
1
2
1
.
6
1
2
1
.
8
1
2
2
.
2
1
2
2
.
6
1
2
2
.
8
1
2
3
.
2
CH
1275.00
1
2
2
.
4
SHAPE INVERT IN NATURE STRIPAND TURNAROUND AREA ANDGRADE TOWARD WAINUI AVE
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
21853
C506
AC
AG
21853-C5.dwg
26 JULY 2017
AS SHOWN
REMOVE & DISPOSE EXISTING CONCRETE,ASPHALT AND CRUSHED ROCK
REMOVE & DISPOSE EXISTING KERB,CONCRETE AND ASPHALT PAVEMENT(RETAIN CRUSHED ROCK BASE WHERE POSSIBLE)
LEGENDSAWCUT
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
SET-OUT PLAN1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
DEMOLITION PLAN
0.3
HOR 1:100
VERT 1:10
0.1
1
0.10 0.2
0 1 2 3
0.4 0.5
4 5
@A1 @A3
VERT 1:20
HOR 1:200
LENGTHS ARE IN METRES
KERB S
HOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
KERB P HOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
KERB Q
01COUNCIL COMMENTS
05.09.17
1
2
4
1
2
4
12
5
TE
LS
TR
A
PIT
B
ELE
CT
RIC
ITY
PO
LE
W
ITH
LIG
HT
G
AT
E
ST
O
NE
RE
TA
ININ
G
W
ALL
ST
O
NE
RE
TA
ININ
G
W
ALL
SLEEPER RETAINING WALL
CONCRETE
CROSSING
CO
NC
RE
TE
CR
O
SS
ING
CO
NC
RE
TE
CR
OS
SIN
G
GRAVEL
CROSSING
GR
AV
EL
T
RA
CK
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
TO
E O
F B
AN
K
FO
OT
PA
TH
ST
RIP
NA
TU
RE
ST
RIP
TE
LS
TR
A
X
X
>>
>>
>>
>>
>>
>>
No.109 No.111 No.113A
No.50 No.52No.54
No.111A
6.00
2.902.90
2.902.90
2.20
0.80
3.00
2.50
1.40
1.40
U1
U2
U3
U4
V1
V2
V3
V4
V5
V6
W1
W2
W3
W4
W5
W6
CH
10
51
.93
CH
1045.00
CH
1025.01
CH
1042.86
CH
1020.71
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
INTERSECTION DETAIL
21853
C507
AC
AG
21853-C5.dwg
26 JULY 2017
AS SHOWN
REMOVE & DISPOSE EXISTING CONCRETE,ASPHALT AND CRUSHED ROCK
REMOVE & DISPOSE EXISTING KERB,CONCRETE AND ASPHALT PAVEMENT(RETAIN CRUSHED ROCK BASE WHERE POSSIBLE)
LEGENDSAWCUT
LENGTHS ARE IN METRES
1:100 @A1
2 1 0 2 4
1:200 @A3
SET-OUT PLAN
HOR 1:200
LENGTHS ARE IN METRES
1 10864202 HOR 1:400
1.00.80.60.40.200.2
VER 1:20
@A1
VER 1:40
@A3
KERB U
01COUNCIL COMMENTS
05.09.17
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
DRAINAGE LONGITUDINAL SECTIONS
21853
C601
AC
AG
21853-C6.dwg
26 JULY 2017
AS SHOWN
MODIFY EXISTING PIT
Ex225Ø
Ex225Ø
LENGTHS ARE IN METRES
HOR 1:500 10 5 0 10 20 HOR 1:10001 0.5 0 1 2VER 1:50 VER 1:100
@A1 @A3
01COUNCIL COMMENTS
05.09.17
111.0
EX
T
100D
IA
300Ø
1 in 43.5
(34.488)
118.541
118.634
0.000
117.920
117.950
0.714
0.684
1
120.048
120.076
34.488
118.743
1.333
2
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
DESIGN INVERT LEVEL
DEPTH TO INVERT
GRADE
PIPE DIAMETER (mm)
(Reach Length)
DATUM 111.0
450Ø
1 in 150
(46.805)
118.946
119.006
0.000
118.120
118.120
0.886
0.886
3
450Ø
1 in 200
(14.177)
119.608
119.785
46.805
118.432
118.452
1.353
1.333
4
119.319
119.347
60.982
118.523
0.824
5
CONTRACTOR MUST PROVE TELSTRACONDUIT LEVEL PRIOR TO
COMMENCING DRAINAGE WORKS
CLASS 6 CLASS 6
FCR BACKFILLFCR BACKFILL
EX
T
APPROXIMATE LOCATION OF EXISTINGTELSTRA SERVICE. CONTRACTOR MUSTPROVE TELSTRA CONDUIT LEVEL PRIOR
TO COMMENCING DRAINAGE WORKS
104.0
450Ø
1 in 100
(10.679)
111.916
111.916
0.000
110.050
110.300
1.866
1.616
15
112.301
112.301
10.679
110.407
1.894
23
104.0
525Ø
1 in 100
(13.596)
111.916
111.916
0.000
110.250
110.050
110.250
1.666
1.866
1.666
15
112.190
112.190
13.596
110.386
1.804
24
Ex1200Ø Ex1200Ø
CONTRACTOR MUST VERIFY EXISTINGDRAIN LEVEL PRIOR TO COMMENCINGDRAINAGE WORKS
CONTRACTOR MUST VERIFY EXISTINGDRAIN LEVEL PRIOR TO COMMENCINGDRAINAGE WORKS
Ex150Ø Ex150Ø
FCR BACKFILL
CLASS 4 CLASS 2 CLASS 2
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 3140XX.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
PIT SCHEDULE
21853
C602
AC
AG
21853-C6.dwg
XX SEP 2017
AS SHOWN
NOTE: SETOUT COORDINATES ARE TO CENTRE OF PIT SETOUT LEVEL IS TO PIT COVER LEVEL STEP IRONS MUST BE INSTALLED IN ALL PITS DEEPER THAN 1.0m
GSEP = GRATED SIDE ENTRY PITJP = JUNCTION PITSEP = SIDE ENTRY PIT
PIT SCHEDULE
1
2
5
126
126
1
2
7
1
2
7
127
1
2
8
1
2
8
1
2
9
1
3
0
1
3
0
1
3
0
1
3
1
1
3
1
131
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
T
E
L
S
T
R
A
P
I
T
T
E
L
S
T
R
A
P
I
T
TELSTRA
PIT
TELSTRA
PIT
WATER
METER
TELSTRA
PIT
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE
B
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
W
I
T
H
L
I
G
H
T
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
W
I
T
H
L
I
G
H
T
ELECTRICITY
POLE
WITH
LIGHT
E
L
E
C
T
R
I
C
I
T
Y
P
I
T
FIRE
PLUG
S
I
G
N
S
I
G
N
S
I
G
N
SIGN
SIGN
SIGN
S
IG
N
WATER
STOP
VALVE
WATER
STOP
VALVE
W
A
T
E
R
S
T
O
P
V
A
L
V
E
P
A
L
I
N
G
S
PICKETS
PIC
KE
TS
PICKETS PICKETS
PICKETS
PICKETS
P
I
C
K
E
T
S
PALINGS
P
A
L
I
N
G
S
GATE
GATE
G
A
T
E
G
A
T
E
HORIZONTAL BOARDS
W
E
L
D
M
E
S
H
SLEEPER RETAINING WALL
C
O
N
C
R
E
T
E
F
O
O
T
P
A
T
H
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
GR
AV
EL
DR
IV
EW
AY
CONCRETE
CROSSING
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
TOP
TOE
OF
OF BANK
BANK
C
O
N
C
R
E
T
E
STAYWIRE
F
O
O
T
P
A
T
H
C
O
N
C
R
E
T
E
F
O
O
T
P
A
T
H
C
O
N
C
R
E
T
E
FOOTPATH
FOOTPATHCONCRETE
CONCRETE
G
R
A
S
S
E
D
N
A
T
U
R
E
G
R
A
S
S
E
D
N
A
T
U
R
E
GRASSED
NATURE
STRIP
GRASSEDNATURE
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
GREAT RYRIE STREET
HEATHMONT ROAD
No.1/1No.3 No.5
No.7 No.9 No.11 No.13 No.15
No.2
No.3No.2A
INSTALL NEW CENTRE LINEPAVEMENT MARKING(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING(100MM WIDE)
EXISTING CENTRE LINE
INSTALL'NO-STANDING'
SIGN (R5-35)INSTALL'NO-STANDING'SIGN (R5-35L)
INSTALL'NO-STANDING'SIGN (R5-35R)
INSTALL'KEEP LEFT'SIGN (R2-3A)
8.00
REINSTATEDOUBLE HAZARD
MARKER SIGN
REPLACE'NO ENTRY' SIGN.
ANGLE SIGN TONORTHBOUND TRAFFIC
REINSTATE'STOP' SIGN
INSTALL'NO ENTRY' SIGN.ANGLE SIGN TOSOUTHBOUND TRAFFIC
#21
#3
#16
#1
#16
#21
#20
3.40
3.30
2.30
1
2
2
1
2
2
1
2
2
122
1
2
3
1
2
4
1
2
4
124
125
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PITS
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
PIT
ELECTRICITY
PIT
SIGN
PICKETS
PICKETS
PICKETS
PICKETS
PALINGSPALINGS
GATE
GATE
GATE
GATEGATE
BRICK
STONE RETAINING WALL
STONE RETAINING WALL
FIRE
HYDRANT
CONCRETE
CROSSINGCONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
GRAVEL
CROSSING
GR
AV
EL
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
PA
VE
D
DR
IV
EW
AY
TOE
TOP OF BANK
T
O
E
B
A
N
K
O
F
BANK
OF
FOOTPATHCONCRETE
CONCRETE
SEWER
INSPECTION
GRASSED
NATURE
STRIP
GRASSED
NATURE
STRIPSTRIP
SIGN
(GREAT RYRIE STREET)
(GREAT RYRIE STREET)
RESERVE
HEATHMONT ROAD
No.17 No.19 No.2/21 No.23 No.25 No.27No.29
No.5
No.7A
No.4 No.1/6No.1/8
No.10
No.1/21
No.15A
No.2/6
No.31
INSTALL NEW CENTRE LINEPAVEMENT MARKING
(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING
(100MM WIDE)
CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06
EXISTING CENTRE LINE
REMOVE REDUNDANTSLOW POINT SIGN
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
REMOVE REDUNDANTSLOW POINT SIGN
#30, 31
#30,313.30
3.30
2.30
A1
01
00 26.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
SIGNAGE & LINE MARKING PLAN
ORIGINAL ISSUE
21853
C701
DESIGN DEVELOPMENT
AC
AG
21853-C7.dwg
26 JULY 2017
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 3140
AS SHOWN
MATC
HLIN
E A
MATC
HLIN
E B
MATC
HLIN
E A
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
LEGEND
01COUNCIL COMMENTS
05.09.17
3.00 9.00 3.00 9.00 3.00 9.00 3.00
24.00
Y Y CENTRE LINEY = YELLOW RRPM
B
HYDRANT MARKERB = BLUE RRPMNOTE:
RAISED REFLECTIVE ROAD MARKERS (BLUE RRPM HYDRANT MARKERS)AND WHITE REFLECTIVE TRIANGLE ROAD MARKERS TO BE INSTALLED INACCORDANCE WITH MFB GUIDELINE GL-29
120
121
121
1
2
1
1
2
1
1
2
1
1
2
2
122 1
2
2
122
122
123
1
2
3
123
1
2
3
TELSTRA
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TE
LS
TR
A
PIT
TE
LS
TR
A
PIT
TELSTRA
PITS
ELECTRICITY
POLE
TELSTRA
PIT
TELSTRA
PIT
CONCRETE
CROSSING
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE
WITH
LIGHT
ELECTRICITY
PIT
ELECTRICITY
PIT
ELECTRICITY
PIT
FIRE
PLUG
FIRE
PLUG
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
PICKETS
PICKETS
PICKETS
PA
LIN
GS
PA
LIN
GS
GATE
GATE
G
A
T
E
GATE
HORIZONTAL BOARDS
HORIZONTAL BOARDS
STONE RETAINING WALLSTONE RETAINING WALL
STONE RETAINING WALLSTONE RETAINING WALL
STONE RETAINING WALL
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
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CROSSINGCONCRETE
CROSSING
CONCRETE
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CONCRETE
CROSSING
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CO
NC
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CO
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C
O
N
C
R
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T
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D
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I
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W
A
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UM
EN
DR
IV
EW
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CO
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DR
IV
EW
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CO
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RE
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DR
IV
EW
AY
CO
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RE
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DR
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EW
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BITUMEN
BIT
UM
EN
DR
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EW
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FOOTPATH
FOOTPATHCONCRETE
FOOTPATHCONCRETE
GRASSED
NATURE
STRIP
GRASSED NATURE
GRASSEDNATURE
STRIP
HEDGE
SEWER
INSPECTION
X X
HEATHMONT ROAD
GARD
EN S
TREE
T
No.31 No.33 No.35No.1/37 No.39 No.41 No.43 No.45 No.47
No.1/12 No.1/14 No.16 No.18
No.20 No.22 No.1/24
HEATHMONT ROAD
INSTALL NEW CENTRE LINEPAVEMENT MARKING
(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING
(100MM WIDE)
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06
MATCH EXISTINGLINE MARKING
REMOVE EXISTING'STOP SIGN'
6.00
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
#30,31
#2
#30,313.25
3.25
2.30
116
1
1
7
1
1
7
1
1
8
1
1
8
1
1
9
1
1
9
1
2
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120
1
2
1
1
2
1
1
2
1
121
121
TELSTRA
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TELSTRA
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TELSTRA
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TELSTRA
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TELSTRA PITS
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ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE
WITH
LIGHT
ELECTRICITY
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FIRE
PLUG
SIGN
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
PICKETSPICKETS
PICKETS
PICKETS
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I
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K
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WELDMESH
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SLEEPER RETAINING WALL
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GRASSED
NATURE
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STRIP
(BELLE VUE AVENUE)
(BELLE VUE AVENUE)
X XX
HEATHMONT ROAD
BELL
E VU
E AV
ENUE
No.1/49-51 No.5/49-51 No.53 No.55 No.1/57 No.1/59 No.61
No.26 No.26A
No.2
No.1 No.28 No.30
HEATHMONT ROADEx.225Ø
INSTALL NEW CENTRE LINEPAVEMENT MARKING
(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING
(100MM WIDE)
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06
REMOVE EXISTING'STOP SIGN
4 NO. FRANGIBLE TIMBERBOLLARDS AT 2.5m CENTRES
MATCH EXISTINGLINE MARKING
7.20 4.00
REINSTATE50KM/H SPEED SIGN
(DOUBLE SIDED)
REMOVE REDUNDANTSLOW POINT SIGN
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
#50 #30,31
#30,31
#2
3.30
3.40
2.30
3.30
3.40
2.30
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
SIGNAGE & LINEMARKING PLAN
21853
C702
AC
AG
21853-C7.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E B
MATC
HLIN
E C
MATC
HLIN
E C
MATC
HLIN
E D
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
LEGEND
01COUNCIL COMMENTS
05.09.17
3.00 9.00 3.00 9.00 3.00 9.00 3.00
24.00
Y Y CENTRE LINEY = YELLOW RRPM
B
HYDRANT MARKERB = BLUE RRPMNOTE:
RAISED REFLECTIVE ROAD MARKERS (BLUE RRPM HYDRANT MARKERS)AND WHITE REFLECTIVE TRIANGLE ROAD MARKERS TO BE INSTALLED INACCORDANCE WITH MFB GUIDELINE GL-29
1
1
2
1
1
2
1
1
3
1
1
3
1
1
3
1
1
4
1
1
4
1
1
4
1
1
4
1
1
5
1
1
5
1
1
5
1
1
6
116
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PITELECTRICITY
POLE
TELSTRA PITS
TELSTRA
PIT
ELECTRICITY
POLE
CONCRETE
CROSSING
CONCRETE
CROSSING
ELECTRICITY
POLE WITH LIGHT
ELECTRICITY POLE
WITH LIGHT
ELECTRICITY
POLE WITH
LIGHT
FIRE
PLUG
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
P
A
L
I
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GATE
GATE
BRICK
BRICK
BRICK
BRICK
BRICK
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VERTICAL BOARDS
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CONCRETE
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X
HEATHMONT ROAD
KITS
ON S
TREE
T
No.63 No.65No.67
No.69No.71 No.73
No.32
No.1/34No.36
No.38 No.40 No.40A No.40B
No.40C
No.1/34
No.67A No.67B
HEATHMONT ROAD
Ex.150Ø Ex.150Ø
Ex.600Ø
Ex.12
00Ø
INSTALL NEW CENTRE LINEPAVEMENT MARKING(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING
(100MM WIDE)
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06
REMOVE EXISTING'STOP SIGN
4 NO. FRANGIBLE TIMBERBOLLARDS AT 2.5m CENTRES
MATCH EXISTINGLINE MARKING
REMOVE REDUNDANTSLOW POINT SIGN
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
#30,31
#2
#30,31 3.30
3.30
2.30
1
1
6
117
117
1
1
7
1
1
8
1
1
8
1
1
9
1
1
9
1
1
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ELECTRICITY
POLE
TELSTRA
PIT
TELSTRA
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TELSTRA
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PIT
ELECTRICITY
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ELECTRICITY
PIT
ELECTRICITY
PIT
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SIGN
SIGN
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
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PICKETS
PALINGS
PA
LIN
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GATE
GATE
GATE
GATE
GATE
GATE
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BRICK
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VERTICAL BOARDS
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STRIP
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NATURESTRIP
GRASSED
NATURE STRIP
STRIP
PEG
FOUND
(BALFOUR AVENUE)
HEATHMONT ROAD
CARB
ERY
PLAC
E
No.75 No.77 No.79 No.81 No.83No.1/85 No.1/87 No.1/89
No.42No.40D No.40E No.40F No.40G No.40H No.40I
No.42A
No.4
HEATHMONT ROAD
INSTALL NEW CENTRE LINEPAVEMENT MARKING
(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING
(100MM WIDE)
EXISTING CENTRE LINE
6.90
4.00
REINSTATEDOUBLE BLADE
STREET NAME SIGNREINSTATE
'NO STANDING' SIGN
REINSTATESPEED HUMP SIGNS
REINSTATESPEED HUMP SIGNS
#20
#30,31
#30,313.40
3.40
2.30
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
SIGNAGE & LINE MARKING PLAN
21853
C703
AC
AG
21853-C7.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E D
MATC
HLIN
E E
MATC
HLIN
E E
MATC
HLIN
E F
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
LEGEND
01COUNCIL COMMENTS
05.09.17
3.00 9.00 3.00 9.00 3.00 9.00 3.00
24.00
Y Y CENTRE LINEY = YELLOW RRPM
B
HYDRANT MARKERB = BLUE RRPMNOTE:
RAISED REFLECTIVE ROAD MARKERS (BLUE RRPM HYDRANT MARKERS)AND WHITE REFLECTIVE TRIANGLE ROAD MARKERS TO BE INSTALLED INACCORDANCE WITH MFB GUIDELINE GL-29
1
1
9
1
1
9
1
1
9
120
1
2
0
1
2
1
1
2
1
1
2
2
1
2
2
1
2
3
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A
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E
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HEATHMONT ROAD
BALFOUR AVENUE
No.1/91No.93 No.95
No.97 No.99 No.101 No.103
No.44
No.46
No.6No.8
4.30 5.40
1.80
No.4
INSTALL NEW CENTRE LINEPAVEMENT MARKING
(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING(100MM WIDE)
EXISTING CENTRE LINE
INSTALL'NO-STANDING'SIGN (R5-35R)
4.20
4.50
REMOVE'PEDESTRIAN'
WARNING SIGN
REMOVE'PEDESTRIAN'
WARNING SIGN
REMOVE REDUNDANT'STOP' SIGN
INSTALL'NO-STANDING'
SIGN (R5-35L)
INSTALL'GIVE WAY'
SIGN (R1-2A)
REMOVE REDUNDANT'STOP' SIGN
1.00
9.00
1.00
9.00
ADDITIONAL POSTSLEEVE FOR SIGN#20
#2
#21
#32,33
3.40
3.35
2.30
1
2
2
1
2
3
1
2
3
1
2
4
1
2
4
1
2
4
124
124
124
124
1
2
5
125
125
1
2
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126
126
126
126
TELSTRA
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GATE
GA
TE
G
A
T
E
G
A
T
E
ST
O
NE
RE
TA
ININ
G
W
ALL
ST
O
NE
RE
TA
ININ
G
W
ALL
S
T
O
N
E
R
E
T
A
I
N
I
N
G
W
A
L
L
SLE
EP
ER
RE
TA
ININ
G W
ALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
SLEEPER RETAINING WALL
TELSTRA
PILLAR
CO
NC
RE
TE
CR
OS
SIN
G
CONCRETE
CROSSING
CO
NC
RE
TE
CR
OS
SIN
G
CO
NC
RE
TE
CR
OS
SIN
G
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CO
NC
RE
TE
CR
OS
SIN
G
GRAVEL
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
GR
AV
EL
T
RA
CK
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
TOP
TO
E O
F B
AN
K
B
A
N
K
O
F
TELSTRA PITS
HE
DG
E
FOUND
CO
NC
RE
TE
FO
OT
PA
TH
CONCRETEFOOTPATH
CONCRETE
NA
TU
RE
ST
RIP
GRASSED NATURE
STRIP
GRASSED
NATURE
STRIP
ELECTRICITY
POLE WITH LIGHT
GRASSED
G
RA
SS
ED
N
AT
U
R
E
ST
RIP
G
RA
SS
ED
NA
TU
RE
G
RA
SS
ED
NA
TU
RE
TE
LS
TR
A
PIT
FIRE
PLUG
SE
W
ER
INS
PE
CT
IO
N
HEATHMONT SCOUT CENTRE
X
X
X
EDIT
H ST
REET
EDNA STREET
No.105
No.107
No.109 No.111 No.113A No.115A No.117
No.48-No.48A
No.50 No.52 No.54 No.56
No.58
No.60
No.111A No.113B No.115B
HEATHMONT ROAD
6.00
2.902.90
2.902.90
2.200.80
3.00
2.50
1.401.40
INSTALL NEW CENTRE LINEPAVEMENT MARKING
(100MM WIDE, 3m LINE, 9m GAP)
INSTALL SOLID PARKING LANEPAVEMENT MARKING(100MM WIDE)
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGH VOLUME ROAD RAISEDPAVEMENT (WITH SCHOOL PEDESTRIAN CROSSING)
AND SIGNAGE, GENERALLY AS PER COUNCILSTANDARD SD-G04A AND SD-G06
INSTALL'NO-STANDING'
SIGN (R5-35L)
INSTALL'NO-STANDING'SIGN (R5-35L)
INSTALL'NO-STANDING'
SIGN (R5-35R)
INSTALL NEW DOUBLE BLADE SIGN: 'NO-STANDING' SIGN (R5-35R) TIMED 'NO STANDING' SIGN (R5-35L),
8.30-9.30AM, 3-4PM SCHOOL DAYS
INSTALL TIMED 'NO STANDING' SIGN(R5-35R), 8.30-9.30AM, 3-4PM SCHOOL DAYS
INSTALL HAZARDMARKER SIGN (D4-1-2A)
MATCH EXISTINGLINE MARKING
MATCH EXISTINGLINE MARKING
4.20
REMOVE'PEDESTRIAN'WARNING SIGN
REINSTATE'GIVE WAY' SIGN
REMOVE'PEDESTRIAN'
WARNING SIGN
REPLACE EXISTING'STOP SIGN WITH'GIVE WAY' SIGN
(R1-2A)
REMOVE'NO STANDING' SIGN
REINSTATE2P / 'NO STANDING' SIGN
REINSTATE2P / 'NO STANDING' SIGN
REINSTATE'NO STANDING' SIGN
#2
#20
#21#4
#30,31
#21,22 #30,31
#20
#2
#21,41 #20
#21,413.35
3.35
2.30
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
SIGNAGE & LINE MARKING PLAN
21853
C704
AC
AG
21853-C7.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E F
MATC
HLIN
E G
MATC
HLIN
E G
MATC
HLIN
E H
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
LEGEND
01COUNCIL COMMENTS
05.09.17
3.00 9.00 3.00 9.00 3.00 9.00 3.00
24.00
Y Y CENTRE LINEY = YELLOW RRPM
B
HYDRANT MARKERB = BLUE RRPMNOTE:
RAISED REFLECTIVE ROAD MARKERS (BLUE RRPM HYDRANT MARKERS)AND WHITE REFLECTIVE TRIANGLE ROAD MARKERS TO BE INSTALLED INACCORDANCE WITH MFB GUIDELINE GL-29
1
2
2
123
123
123
124
124
124
125
1
2
6
126
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PIT
TELSTRA
PITS
TELSTRA
PIT
TELSTRA
PIT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
PIT
FIRE
PLUG
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
GATEGATE
GATE
BRICKBRICK
HORIZONTAL BOARDS
POST & WIRE
POST & WIRE
P
O
S
T
&
W
I
R
E
WELDMESH
WELDMESH
S
T
O
N
E
R
E
T
A
I
N
I
N
G
W
A
L
L
STONE RETAINING WALLSTONE RETAINING WALL
STONE RETAINING WALL
S
T
O
N
E
R
E
T
A
I
N
I
N
G
W
A
L
L
SLEEPER
RETAINING
WALL
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
G
R
A
V
E
L
T
R
A
C
K
BIT
UM
EN
D
RIV
EW
AY
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
CO
NC
RE
TE
DR
IV
EW
AY
CO
NC
RE
TE
DR
IV
EW
AY
O
F
B
A
N
K
B
A
N
K
O
F
TOPOF
BANK
T
O
P
OF
TOE
OF
BANK
BANKBANK
OF
TOE
TOE
BA
N
K
TOP
TOP
BANK
TO
E
TOP
OF
OF
OF
OF
BANK
TO
P
O
F
PEG
FOUND
FOOTPATH
CONCRETE
FOOTPATHCONCRETE
NATURE
STRIP
ELECTRICITY
POLE WITH LIGHT
GRASSED
NATURE
RESERVE
No.121
No.62 No.64No.66
No.68 No.70 No.72 No.74
No.76
HEATHMONT ROADEXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT
(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06
No.117
5.00
REMOVE REDUNDANTSLOW POINT SIGN
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
7.80
REMOVE'NO STANDING' SIGN
REINSTATE'NO STANDING' SIGN
REINSTATE2P SIGN
REINSTATE2P SIGN
#32,33
#30,31
#30,31#40
#XX
#40
#30,31
3.25
3.30
2.35
REMOVE'PEDESTRIAN'
WARNING SIGN
REMOVE'PEDESTRIAN'WARNING SIGN
121
1
2
1
1
2
2
1
2
2
1
2
3
124
1
2
4
1
2
5
1
2
5
1
2
6
1
2
7
1
2
7
1
2
8
TELSTRA
PITS
E
L
E
C
T
R
I
C
I
T
Y
P
O
L
E
TELSTRA
PITS
GAS
METER
TELSTRA
PITS
TELSTRA
PIT
BUS STOP
TELSTRA
PIT
CONCRETE
CROSSING
SINGLE STOREY
WEATHERBOARD
HOUSE
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
ELECTRICITY
POLE WITH
LIGHT
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
WATER
STOP
VALVE
WATER
STOP
VALVE
WATER
STOP
VALVE
P
A
L
I
N
G
S
PALINGS
P
A
L
I
N
G
S
GATEGATEGATE
GATE
BRICK
V
E
R
T
I
C
A
L
B
O
A
R
D
S
V
E
R
T
I
C
A
L
B
O
A
R
D
S
W
E
L
D
M
E
S
H
WELDMESHWELDMESH
STONE RETAINING WALL
FIRE
HYDRANT
B
E
N
C
H
C
O
N
C
R
E
T
E
S
P
O
O
N
D
R
A
I
N
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
CONCRETE
CROSSING
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
C
R
O
S
S
I
N
G
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
C
A
R
P
O
R
T
S
T
A
IR
S
BANK
OF
O
F
T
O
P
TOP
O
F
OF
IN
TOE
B
A
N
K
TO
P
BANK
O
F
TOE
BANK
TOP
CH
AN
G
E
BANK
HEDGE
GRADE
O
F
HEDGE
B
A
N
K
S
T
A
Y
W
I
R
E
FOOTPATH
CONCRETEFOOTPATH
CONCRETE
CONCRETE
FOOTPATH
STRIP
GRASSED NATURE
STRIP GRASSED
NATURE
N
A
T
U
R
E
S
T
R
I
P
N
A
T
U
R
E
S
T
R
I
P
T
E
L
S
T
R
A
P
I
T
S
SIGN
No.1
WAINUI AVENUE
No.121
No.78No.80 No.82
No.84 No.86 No.88
No.121
HEATHMONT ROAD
5.10
1.80
LIMIT OF WORKS
MATCH EXISTING CENTRE LINEPAVEMENT MARKING
MATCH EXISTING PARKING LANEPAVEMENT MARKING
EXISTING CENTRE LINE
CONSTRUCT NEW TYPE A - HIGHVOLUME ROAD RAISED PAVEMENT
(INCLUDING SIGNAGE) AS PER COUNCILSTANDARD SD-G04A AND SD-G06
REMOVE EXISTING'STOP SIGN
EXISTING'NO-STANDING' SIGN
MATCH EXISTINGLINE MARKING
RELOCATE BUS STOP APPROXIMATELY2m TO THE SOUTH TO ALLOW BUS TO
STOP CLEAR OF RAISED PAVEMENT
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
INSTALLSTANDARD WARNING SIGN (W5-10A)AND SPEED ADVISORY SIGN (W8-2A)
9.001.00
9.001.00
11.82
RELOCATE2P / 'NO STANDING' SIGN
REINSTATE2P / 'NO STANDING' SIGN
EXISTING'NO-STANDING' SIGN
#30,31
#20,42
#2
#20,42
#30,31
#30,31
A1
01
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314026.07.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
SIGNAGE & LINE MARKING PLAN
21853
C705
AC
AG
21853-C7.dwg
26 JULY 2017
AS SHOWN
MATC
HLIN
E H
MATC
HLIN
E I
MATC
HLIN
E I
1:200 @ A1
LENGTHS ARE IN METRES
1 10864202
1:400 @ A3
LEGEND
01COUNCIL COMMENTS
05.09.17
3.00 9.00 3.00 9.00 3.00 9.00 3.00
24.00
Y Y CENTRE LINEY = YELLOW RRPM
B
HYDRANT MARKERB = BLUE RRPMNOTE:
RAISED REFLECTIVE ROAD MARKERS (BLUE RRPM HYDRANT MARKERS)AND WHITE REFLECTIVE TRIANGLE ROAD MARKERS TO BE INSTALLED INACCORDANCE WITH MFB GUIDELINE GL-29
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
SIGN SCHEDULE
21853
C706
AC
AG
21853-C7.dwg
XX SEP 2017
AS SHOWN
#3 R2-3A(L)
#4 D4-1-2(L)
SIGN SCHEDULE QUANTITY
#1 R1-1
#1 R1-2
#16 R2-4
#20 R5-35(L)
#21 R5-35(R)
#22 R5-36(L)
XX
#30 W5-10A
#31 W8-2A
#40 R5-2(LR)
#41 R5-2(L)
#42 R5-2(R)
#32 W6-3
#33 W8-22
#50 R4-1-50
QUANTITY
1
1
1
8
2
7
7
1
18
18
2
2
2
2
2
1
-3.26 % -4.14 % -4.9 % -5.52 % -4.86 % -6.11 % -6.12 %-6.02 %-8.59 % -5.73 % -4.55 % -6.95 %-9.17 % -6.38 % -5.98 % -4.87 % -4.31 % -2.54 % -2.11 % -2.61 % -1.44 % -1.2 %-1.19 % -1.93 %
DESIGN GRADING
HORIZONTAL GEOMETRY
0.00
0.00
0.030
129.90
129.93
2.61
2.61
0.030
129.82
129.85
6.40
6.33
0.030
129.66
129.69
10.00
9.91
0.030
129.49
129.52
10.40
10.33
0.030
129.47
129.50
20.00
19.92
0.032
128.93
128.97
21.10
21.02
0.030
128.88
128.91
27.80
27.70
0.030
128.55
128.58
30.00
29.91
0.030
128.42
128.45
36.94
36.85
0.030
127.99
128.02
39.52
39.45
0.030
127.83
127.86
40.00
39.94
0.037
127.80
127.84
41.73
41.67
0.060
127.67
127.73
44.19
44.13
0.030
127.49
127.52
50.00
49.91
0.039
127.15
127.19
57.06
56.98
0.030
126.75
126.78
59.48
59.41
0.060
126.61
126.67
60.00
59.93
0.054
126.58
126.64
62.04
61.95
0.030
126.46
126.49
62.95
62.85
0.030
126.38
126.41
70.00
69.91
0.030
125.93
125.96
75.23
75.13
0.030
125.60
125.63
79.80
79.73
0.030
125.32
125.35
80.00
79.92
0.033
125.31
125.34
90.00
89.92
0.031
124.83
124.86
93.09
93.01
0.030
124.68
124.71
98.73
98.63
0.030
124.43
124.46
100.00
99.94
0.030
124.40
124.43
105.51
105.39
0.030
124.26
124.29
110.00
109.89
0.030
124.17
124.20
112.38
112.27
0.030
124.12
124.15
117.37
117.33
0.030
123.99
124.02
120.00
119.91
0.030
123.95
123.98
130.00
129.91
0.030
123.81
123.84
130.34
130.26
0.030
123.80
123.83
134.46
134.36
0.030
123.75
123.78
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 122
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C801
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-1.93 %-1.25 %-2.42 % -2.42 % -2.1 %-2.34 % -2.84 % -3.28 % -3.5 % -4 % -4.09 %-3.9 % -2.55 % -1.74 % -1.08 % 0.82 % 2.74 %2.76 % 2.32 % 2.44 % 3.07 % 4.29 % 3.88 % 1.56 % -0.28 % -1.73 %
DESIGN GRADING
HORIZONTAL GEOMETRY
141.01
140.92
0.040
123.62
123.66
143.59
143.50
0.060
123.56
123.62
145.08
144.99
0.055
123.53
123.59
150.00
149.91
0.037
123.43
123.47
152.05
151.97
0.030
123.39
123.42
152.06
151.99
0.030
123.39
123.42
156.32
156.25
0.030
123.29
123.32
160.00
159.94
0.029
123.19
123.21
166.69
166.61
0.030
122.99
123.02
170.00
169.92
0.029
122.89
122.92
171.20
171.11
0.030
122.85
122.88
177.44
177.37
0.030
122.63
122.66
180.00
179.93
0.030
122.53
122.56
184.94
184.87
0.030
122.33
122.36
184.95
184.91
0.030
122.33
122.36
189.45
189.41
0.030
122.15
122.18
190.00
189.88
0.027
122.14
122.17
195.86
195.83
0.030
121.99
122.02
200.00
199.96
0.036
121.91
121.95
204.71
204.64
0.030
121.83
121.86
210.00
209.89
0.034
121.77
121.81
210.44
210.33
0.030
121.77
121.80
212.56
212.47
0.030
121.79
121.82
216.20
216.10
0.030
121.89
121.92
216.20
216.10
0.030
121.89
121.92
220.00
219.95
0.033
121.98
122.01
223.95
223.90
0.030
122.07
122.10
223.95
223.89
0.030
122.07
122.10
229.81
229.75
0.030
122.25
122.28
230.00
229.89
0.030
122.26
122.29
234.86
234.82
0.030
122.47
122.50
240.00
239.93
0.030
122.67
122.70
243.20
243.13
0.030
122.79
122.82
250.00
249.92
0.030
122.90
122.93
256.08
255.99
0.030
122.99
123.02
260.00
259.91
0.033
122.98
123.01
270.00
269.92
0.033
122.95
122.98
271.46
271.38
0.030
122.95
122.98
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 120
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C802
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-1.73 % -1.96 % -1.64 % -2.88 % -2.44 % -2.48 % -2.42 % -3.9 % -2.04 % -2.26 % -1.52 % -2.19 % -1.97 % -1.1 % -0.94 % -0.2 % -0.47 % -0.41 % -1.2 %
DESIGN GRADING
HORIZONTAL GEOMETRY
284.12
284.04
0.030
122.73
122.76
290.00
289.90
0.035
122.61
122.64
292.27
292.18
0.030
122.57
122.60
294.93
294.85
0.060
122.50
122.56
300.00
299.94
0.051
122.36
122.41
307.64
307.58
0.030
122.16
122.19
310.00
309.92
0.035
122.10
122.13
315.28
315.20
0.030
121.97
122.00
320.00
319.92
0.033
121.85
121.89
321.76
321.55
0.030
121.81
121.84
326.53
326.41
0.030
121.70
121.73
327.74
327.75
0.030
121.65
121.68
330.00
329.90
0.028
121.61
121.63
331.37
331.27
0.030
121.58
121.61
333.78
333.74
0.030
121.52
121.55
337.06
337.01
0.030
121.47
121.50
340.00
339.91
0.034
121.40
121.44
345.37
345.27
0.030
121.29
121.32
345.37
345.31
0.030
121.29
121.32
350.00
349.94
0.032
121.24
121.27
360.00
359.92
0.030
121.13
121.16
362.35
362.27
0.030
121.10
121.13
370.00
369.93
0.031
121.03
121.06
372.01
371.93
0.030
121.01
121.04
377.76
377.65
0.030
121.00
121.03
380.00
379.90
0.030
120.99
121.02
382.18
382.12
0.030
120.98
121.01
390.00
389.94
0.054
120.93
120.98
400.00
399.92
0.063
120.87
120.94
410.00
409.92
0.082
120.81
120.90
418.18
418.16
0.080
120.78
120.86
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 119
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C803
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-1.2 % -1.11 % -0.65 % -1.25 % 0 % -2.66 % -2.86 % -3.98 % -2.71 %-5.89 % -4.27 % -5.79 % -5.2 % -5.22 % -6.51 % -5.42 %-8.57 %-7.4 % -6.42 % -6.05 % -6.37 % -7.1 % -6 % -5.26 % -7.9 % -7.14 % -6.61 %
DESIGN GRADING
HORIZONTAL GEOMETRY
422.54
422.46
0.077
120.73
120.81
430.00
429.92
0.063
120.66
120.73
438.80
438.71
0.030
120.60
120.63
438.80
438.72
0.030
120.60
120.63
440.00
439.92
0.030
120.59
120.62
450.00
449.92
0.030
120.46
120.49
455.15
455.08
0.030
120.40
120.43
460.00
459.90
0.034
120.26
120.30
467.42
467.38
0.030
120.07
120.10
470.00
469.96
0.037
119.99
120.03
474.41
474.32
0.030
119.87
119.90
479.25
479.16
0.030
119.68
119.71
480.00
479.91
0.030
119.66
119.69
481.17
481.08
0.030
119.63
119.66
483.76
483.69
0.030
119.47
119.50
490.00
489.92
0.037
119.20
119.24
496.74
496.67
0.070
118.88
118.95
500.00
499.94
0.052
118.71
118.76
503.36
503.30
0.030
118.53
118.56
510.00
509.90
0.030
118.19
118.22
510.27
510.17
0.030
118.18
118.21
514.66
514.56
0.030
117.95
117.98
520.00
519.96
0.030
117.60
117.63
520.61
520.57
0.030
117.56
117.59
523.03
522.91
0.060
117.40
117.46
524.07
523.95
0.040
117.33
117.37
525.62
525.60
0.030
117.22
117.25
529.27
529.15
0.030
116.99
117.02
530.00
529.89
0.040
116.93
116.98
533.42
533.31
0.030
116.74
116.77
536.36
536.26
0.030
116.55
116.58
540.00
540.01
0.030
116.29
116.32
541.48
541.49
0.030
116.19
116.22
544.01
544.03
0.030
116.04
116.07
546.39
546.41
0.060
115.88
115.94
548.62
548.64
0.030
115.73
115.76
550.00
550.00
0.030
115.64
115.67
551.27
551.26
0.030
115.55
115.58
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 114
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C804
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-6.61 % -6.56 % -5.46 % -5.47 % -6.75 % -5.56 % -5.4 % -4.11 %-3.25 % -3.38 % -2.65 % -3.1 % 1.17 % 1.71 % 1.91 % 2.67 % 3.56 % 4.16 % 5.75 % 6.03 % 6.14 % 5.94 % 5.78 % 5.27 % 6.87 % 4.75 % 4.32 %
DESIGN GRADING
HORIZONTAL GEOMETRY
566.25
566.23
0.030
114.56
114.59
570.00
569.99
0.032
114.31
114.34
575.92
575.91
0.030
113.92
113.95
580.00
580.00
0.030
113.70
113.73
581.33
581.34
0.030
113.63
113.66
581.33
581.34
0.030
113.63
113.66
586.53
586.54
0.030
113.28
113.31
590.00
590.01
0.030
113.08
113.11
594.35
594.36
0.030
112.84
112.87
599.54
599.55
0.030
112.56
112.59
600.00
600.00
0.030
112.54
112.57
601.98
601.98
0.030
112.46
112.49
604.13
604.13
0.030
112.39
112.42
608.71
608.70
0.030
112.24
112.27
610.00
610.03
0.035
112.20
112.23
614.76
614.79
0.030
112.07
112.10
618.97
618.83
0.030
111.94
111.97
620.00
620.08
0.002
111.98
111.99
623.09
623.17
0.030
111.99
112.02
630.00
629.99
0.031
112.11
112.14
632.51
632.51
0.030
112.15
112.18
638.70
638.70
0.030
112.27
112.30
638.71
638.71
0.030
112.27
112.30
640.00
640.00
0.035
112.31
112.35
646.47
646.46
0.030
112.55
112.58
650.00
649.97
0.030
112.69
112.72
650.85
650.82
0.030
112.73
112.76
658.73
658.75
0.030
113.18
113.21
660.00
660.03
0.030
113.26
113.29
663.45
663.39
0.030
113.47
113.50
670.00
670.03
0.032
113.87
113.90
671.16
671.13
0.030
113.94
113.97
675.15
675.17
0.030
114.18
114.21
680.00
680.02
0.030
114.46
114.49
680.20
680.23
0.030
114.47
114.50
689.13
689.09
0.030
114.94
114.97
689.13
689.16
0.030
114.94
114.97
690.00
690.03
0.030
114.98
115.01
695.68
695.71
0.030
115.25
115.28
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 111
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C805
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
4.32 % 4.53 % 3.3 % 3.26 %2.9 % 3.07 % 2.02 % 2.69 %2.43 % 2.12 % 2.08 % 11.56 % 2.14 % 0 %-4.3 %-1.58 % 2.06 % 3.77 % 1.24 % 2.28 % 2.25 %3.64 % 1.99 % 2.49 % 3.78 %2.75 %
DESIGN GRADING
HORIZONTAL GEOMETRY
703.64
703.65
0.030
115.60
115.63
710.00
709.96
0.030
115.88
115.91
710.77
710.73
0.030
115.92
115.95
719.24
719.26
0.030
116.20
116.23
719.25
719.26
0.030
116.20
116.23
720.00
719.98
0.031
116.22
116.25
727.43
727.43
0.030
116.45
116.48
730.00
730.00
0.032
116.50
116.53
735.28
735.17
0.030
116.61
116.64
739.70
739.59
0.030
116.73
116.76
739.71
739.75
0.030
116.73
116.76
740.00
740.04
0.030
116.73
116.76
750.00
750.01
0.033
116.94
116.98
755.12
755.13
0.030
117.05
117.08
760.00
759.96
0.037
117.15
117.19
770.00
769.95
0.040
117.35
117.39
773.23
773.18
0.030
117.43
117.46
774.62
774.57
0.030
117.59
117.62
780.00
779.93
0.034
117.70
117.74
790.00
789.93
0.040
117.91
117.95
794.06
794.00
0.030
118.01
118.04
794.12
794.06
0.030
118.01
118.04
796.92
796.86
0.030
117.96
117.99
800.00
799.94
0.031
118.02
118.05
803.93
803.87
0.030
118.11
118.14
806.18
806.10
0.060
118.16
118.22
808.72
808.64
0.030
118.22
118.25
810.00
809.98
0.030
118.25
118.28
820.00
819.95
0.029
118.48
118.51
824.51
824.45
0.030
118.58
118.61
824.51
824.45
0.030
118.58
118.61
827.16
827.09
0.060
118.65
118.71
830.00
829.93
0.046
118.72
118.77
833.10
833.04
0.030
118.80
118.83
836.48
836.34
0.030
118.88
118.91
838.65
838.79
0.030
118.96
118.99
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 114
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C806
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
2.75 % 3.46 % 3.76 %2.75 %1.3 %-0.33 %3.71 %4.28 % 3.65 % 3.57 % 1.76 % 3.64 % 4.27 % 3.82 % 2.94 % 4.01 % 3.37 % 2.87 % 1.86 % 1.52 % 1.51 % 1.97 %
DESIGN GRADING
HORIZONTAL GEOMETRY
844.24
844.15
0.030
119.12
119.15
850.00
849.93
0.031
119.32
119.35
854.84
854.77
0.030
119.48
119.51
854.84
854.78
0.030
119.48
119.51
856.50
856.43
0.030
119.53
119.56
858.22
858.15
0.030
119.55
119.58
858.22
858.15
0.030
119.55
119.58
858.23
858.16
0.030
119.55
119.58
858.23
858.16
0.030
119.55
119.58
860.00
859.93
0.035
119.61
119.65
864.54
864.52
0.030
119.78
119.81
869.14
869.12
0.030
119.95
119.98
870.00
869.98
0.028
119.96
119.99
871.91
871.89
0.030
120.00
120.03
880.00
879.94
0.039
120.28
120.32
881.12
881.06
0.030
120.33
120.36
887.22
887.14
0.080
120.54
120.62
890.00
889.91
0.081
120.65
120.73
892.69
892.58
0.080
120.75
120.83
897.91
897.87
0.030
120.95
120.98
900.00
899.92
0.030
121.04
121.07
910.00
909.92
0.030
121.44
121.47
910.76
910.68
0.030
121.47
121.50
920.00
919.96
0.034
121.78
121.81
930.00
929.90
0.031
122.12
122.15
930.18
930.14
0.030
122.12
122.15
940.00
939.95
0.031
122.40
122.43
947.17
947.11
0.030
122.61
122.64
950.00
949.93
0.030
122.66
122.69
957.27
957.18
0.030
122.80
122.83
960.00
959.92
0.030
122.84
122.87
963.66
963.74
0.030
122.90
122.93
970.00
970.07
0.030
122.99
123.02
974.52
974.59
0.030
123.06
123.09
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 118
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C807
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
1.97 % 2.16 % 1.29 % 2.18 % 1.76 % 1.79 % 2.02 % 2.09 % 2.17 % 2.41 % 2.15 % 3.59 %1.21 % 1.74 % 1.08 % -0.27 % -0.8 % -0.92 % -0.79 %
DESIGN GRADING
HORIZONTAL GEOMETRY
980.75
981.22
0.030
123.18
123.21
985.75
986.22
0.060
123.26
123.32
990.00
990.48
0.048
123.33
123.37
996.84
997.32
0.030
123.43
123.46
1000.00
1000.47
0.037
123.49
123.53
1003.74
1004.08
0.030
123.58
123.61
1003.75
1004.10
0.030
123.58
123.61
1010.00
1010.47
0.036
123.69
123.72
1011.94
1012.41
0.030
123.73
123.76
1017.14
1017.61
0.030
123.83
123.86
1017.16
1017.64
0.030
123.84
123.87
1020.00
1020.48
0.038
123.89
123.93
1025.92
1026.33
0.030
124.03
124.06
1030.00
1030.41
0.025
124.13
124.15
1039.16
1039.57
0.030
124.34
124.37
1040.00
1040.41
0.031
124.36
124.39
1050.00
1050.05
0.030
124.58
124.61
1050.01
1050.06
0.030
124.58
124.61
1052.00
1051.93
0.060
124.62
124.68
1054.40
1054.34
0.040
124.67
124.71
1060.00
1059.94
0.047
124.76
124.81
1066.30
1066.23
0.050
124.87
124.92
1070.00
1069.94
0.034
124.92
124.96
1080.00
1079.93
0.056
125.01
125.06
1080.54
1080.47
0.060
125.01
125.07
1090.00
1089.92
0.049
125.00
125.04
1094.06
1094.00
0.050
124.98
125.03
1098.60
1098.53
0.030
124.97
125.00
1100.00
1099.93
0.054
124.93
124.98
1110.00
1109.93
0.030
124.86
124.89
1111.39
1111.32
0.030
124.85
124.88
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 122
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
-0.79 % -1.38 %
DESIGN GRADING
HORIZONTAL GEOMETRY
1125.14
1125.07
0.079
124.69
124.77
1130.00
1129.93
0.069
124.63
124.70
1136.30
1136.24
0.000
124.62
124.62
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 123
KERB LIP EAST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (EAST KERB)
21853
C808
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-5.85 % -5.9 % -5.93 % -5.94 % -5.96 % -6.03 % -6.07 % -5.6 % -4.2 % -2.96 % -2.21 % -2.12 % -1.53 % -1.51 % -1.69 % -2.21 % -2.52 %-3.31 %
DESIGN GRADING
HORIZONTAL GEOMETRY
0.00
17.23
0.030
128.83
128.86
10.00
27.23
0.030
128.24
128.27
20.00
37.23
0.030
127.65
127.68
30.00
47.23
0.030
127.06
127.09
35.19
52.42
0.030
126.75
126.78
40.00
57.24
0.030
126.47
126.50
50.00
67.24
0.030
125.86
125.89
60.00
77.24
0.030
125.26
125.29
70.00
87.24
0.030
124.70
124.73
80.00
97.24
0.030
124.28
124.31
89.90
107.14
0.030
123.98
124.01
90.00
107.24
0.030
123.98
124.01
100.00
117.24
0.030
123.77
123.80
110.00
127.24
0.030
123.62
123.65
120.00
137.24
0.030
123.47
123.50
130.00
147.24
0.030
123.30
123.33
135.78
153.02
0.030
123.17
123.20
140.00
157.24
0.030
123.06
123.09
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 122
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C809
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-2.52 % -3.31 % -3.7 % -3.37 % -3.41 % -2.58 % -2.22 % 1.21 % 2.97 % 3.54 % 3.77 % 1.81 % -0.52 % -1.35 % -1.84 % -2.5 % -2.01 %
DESIGN GRADING
L= 3m VC L= 10m VC L= 5m VC L= 5m VC
HORIZONTAL GEOMETRY
140.00
157.24
0.030
123.06
123.09
150.00
167.24
0.030
122.73
122.76
160.00
177.24
0.030
122.36
122.39
170.00
187.24
0.030
122.03
122.06
172.65
189.89
0.030
121.94
121.97
180.00
197.23
0.030
121.75
121.78
190.00
207.23
0.043
121.52
121.57
200.00
217.23
0.052
121.64
121.70
210.00
227.23
0.030
121.94
121.97
220.00
237.26
0.030
122.30
122.33
230.00
247.26
0.040
122.59
122.63
240.00
257.26
0.028
122.74
122.77
250.00
267.26
0.030
122.69
122.72
260.00
277.26
0.031
122.56
122.59
263.73
280.99
0.030
122.51
122.54
270.00
287.20
0.030
122.39
122.42
280.00
297.20
0.030
122.14
122.17
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 121
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C810
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-2.5 % -2.01 % -2.21 % -2.09 % -3.5 % -2.32 % -1.65 % -1.61 % -0.76 % -0.26 % -0.37 % -0.47 % -0.66 % -0.88 %-1.27 %
DESIGN GRADING
L= 5m VC
HORIZONTAL GEOMETRY
280.00
297.20
0.030
122.14
122.17
290.00
307.20
0.030
121.94
121.97
298.85
316.08
0.030
121.74
121.77
300.00
317.24
0.027
121.72
121.75
310.00
327.24
0.024
121.51
121.53
318.13
335.38
0.030
121.23
121.26
320.00
337.22
0.030
121.19
121.22
330.00
347.24
0.030
121.02
121.05
340.00
357.24
0.030
120.86
120.89
350.00
367.24
0.030
120.79
120.82
360.00
377.26
0.056
120.74
120.79
370.00
387.26
0.030
120.74
120.77
376.70
393.96
0.006
120.74
120.75
380.00
397.26
0.006
120.73
120.74
390.00
407.26
0.030
120.67
120.70
400.00
417.24
0.033
120.62
120.65
410.00
427.24
0.030
120.58
120.61
416.37
433.61
0.030
120.53
120.56
420.00
437.24
0.030
120.50
120.53
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 120
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C811
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-0.88 % -1.27 % -1.53 % -2.67 % -3.77 % -4.76 % -3.95 % -5.41 % -4.97 % -5.38 % -5.81 % -6.55 % -6.31 % -6.34 % -6.48 % -6.76 % -6.61 % -6.68 % -6.27 %
DESIGN GRADING
HORIZONTAL GEOMETRY
420.00
437.24
0.030
120.50
120.53
430.00
447.20
0.030
120.38
120.41
440.00
457.20
0.030
120.22
120.25
450.00
467.22
0.030
119.96
119.99
457.92
475.21
0.027
119.75
119.77
460.00
477.29
0.030
119.67
119.70
466.39
483.68
0.011
119.44
119.45
470.00
487.29
0.030
119.25
119.28
472.13
489.43
0.030
119.15
119.18
475.24
492.43
0.030
119.03
119.06
480.00
497.22
0.028
118.77
118.80
482.10
499.33
0.030
118.66
118.69
486.22
503.45
0.030
118.45
118.48
490.00
507.21
0.030
118.25
118.28
492.53
509.74
0.030
118.11
118.14
497.67
514.91
0.030
117.81
117.84
500.00
517.24
0.029
117.66
117.69
510.00
527.19
0.027
117.01
117.04
512.46
529.66
0.030
116.85
116.88
517.36
534.59
0.030
116.54
116.57
520.00
537.26
0.030
116.37
116.40
521.29
538.55
0.030
116.29
116.32
530.00
547.20
0.030
115.72
115.75
540.00
557.18
0.030
115.05
115.08
550.00
567.19
0.030
114.39
114.42
558.02
575.21
0.030
113.85
113.88
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 113
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C812
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-6.27 % -6.4 % -4.94 % -4.04 % -3.76 % -5.67 %-5.35 % -2.71 % 0.98 % 1.04 % 2.38 % 2.99 % 4.2 % 5.52 % 6.54 % 5.84 % 4.92 % 3.96 % 3.19 % 3.23 %
DESIGN GRADING
L= 8m VC
HORIZONTAL GEOMETRY
562.75
579.93
0.030
113.55
113.58
570.00
587.20
0.030
113.09
113.12
572.05
589.25
0.030
112.96
112.99
576.91
594.09
0.030
112.72
112.75
580.00
597.20
0.030
112.59
112.62
586.37
603.57
0.030
112.35
112.38
590.00
607.14
0.030
112.15
112.18
591.23
608.37
0.030
112.08
112.11
600.00
617.19
0.033
111.95
111.98
610.00
627.19
0.030
112.04
112.07
614.65
631.84
0.030
112.09
112.12
620.00
637.19
0.030
112.22
112.25
629.46
646.66
0.030
112.50
112.53
630.00
647.20
0.030
112.53
112.56
635.28
652.48
0.030
112.75
112.78
640.00
657.21
0.030
113.01
113.04
646.18
663.39
0.030
113.35
113.38
650.00
667.20
0.030
113.60
113.63
658.17
675.38
0.030
114.13
114.16
660.00
677.19
0.030
114.24
114.27
662.84
680.03
0.030
114.41
114.44
670.00
687.19
0.025
114.76
114.79
677.46
694.65
0.030
115.13
115.16
680.00
697.20
0.030
115.23
115.26
690.00
707.20
0.030
115.62
115.65
692.02
709.22
0.030
115.70
115.73
700.00
717.19
0.030
115.96
115.99
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 111
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C813
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
3.19 % 3.23 % 2.51 % 1.73 % 1.83 % 2.03 % 2.05 % 1.74 % 5.28 % 2.77 % 0.24 % -4.71 % 1.54 % 2.34 % 2.76 % 2.34 % 2.99 % 5.03 % 3.59 %
DESIGN GRADING
L= 5m VC L= 5m VC
HORIZONTAL GEOMETRY
700.00
717.19
0.030
115.96
115.99
710.00
727.19
0.031
116.28
116.31
710.35
727.54
0.030
116.29
116.32
716.94
734.13
0.030
116.46
116.49
720.00
737.22
0.030
116.51
116.54
722.41
739.63
0.030
116.55
116.58
730.00
747.21
0.030
116.69
116.72
740.00
757.21
0.030
116.89
116.92
742.66
759.87
0.030
116.95
116.98
750.00
767.23
0.030
117.10
117.13
755.05
772.28
0.030
117.18
117.21
760.00
777.23
0.030
117.45
117.48
770.00
787.23
0.030
117.72
117.75
777.09
794.32
0.030
117.74
117.77
777.75
795.05
0.030
117.71
117.74
780.00
797.26
0.035
117.74
117.77
785.00
802.21
0.030
117.82
117.85
790.00
807.23
0.031
117.94
117.97
796.94
814.17
0.030
118.10
118.13
800.00
817.22
0.030
118.19
118.22
802.59
819.81
0.030
118.26
118.29
810.00
827.23
0.030
118.43
118.46
820.00
837.23
0.030
118.66
118.69
820.09
837.32
0.030
118.67
118.70
830.00
847.23
0.043
118.96
119.01
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 115
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C814
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
3.59 % 2.93 % 3.72 % 3.44 % 3.36 % 3.33 % 3.33 % 2.73 % 1.93 % 1.32 % 1.33 % 1.59 % 0.02 % 1.28 %
DESIGN GRADING
L= 5m VC
HORIZONTAL GEOMETRY
850.00
867.23
0.030
119.76
119.79
855.82
873.05
0.030
119.93
119.96
860.00
877.23
0.032
120.09
120.12
870.00
887.23
0.030
120.46
120.49
880.00
897.24
0.029
120.80
120.83
880.02
897.25
0.030
120.80
120.83
890.00
907.23
0.030
121.14
121.17
900.00
917.23
0.028
121.47
121.50
910.00
927.23
0.030
121.80
121.83
920.00
937.23
0.030
122.14
122.17
930.00
947.23
0.030
122.41
122.44
940.00
957.23
0.030
122.60
122.63
950.00
967.23
0.030
122.74
122.77
959.36
976.59
0.030
122.86
122.89
960.00
976.90
0.006
122.90
122.90
970.00
986.90
0.030
123.03
123.06
977.94
994.84
0.030
123.03
123.06
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 119
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C815
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
1.28 % 2.71 % 2.13 % 2.64 % 2.62 % 2.33 % 1.66 % 1.84 % 1.84 % 0.9 % 0.56 % 0.3 % -0.01 % 0.54 % -0.39 % -2.41 % -0.45 % -1.02 % -1.15 % -1.26 %
DESIGN GRADING
L= 5m VC
HORIZONTAL GEOMETRY
986.26
1003.14
0.030
123.21
123.24
990.00
1006.90
0.030
123.29
123.32
1000.00
1016.90
0.030
123.50
123.53
1003.65
1020.55
0.030
123.58
123.61
1010.00
1026.90
0.030
123.75
123.78
1020.00
1036.94
0.032
124.01
124.04
1021.35
1038.28
0.030
124.04
124.07
1027.42
1044.51
0.030
124.18
124.21
1030.00
1047.12
0.030
124.23
124.26
1030.98
1048.10
0.030
124.24
124.27
1040.00
1057.21
0.030
124.41
124.44
1047.11
1064.32
0.030
124.54
124.57
1050.00
1067.19
0.030
124.57
124.60
1052.38
1069.57
0.030
124.59
124.62
1060.00
1077.21
0.030
124.63
124.66
1070.00
1087.21
0.030
124.66
124.69
1073.13
1090.35
0.030
124.66
124.69
1080.00
1097.23
0.030
124.70
124.73
1087.55
1104.78
0.034
124.66
124.70
1090.00
1107.23
0.044
124.59
124.64
1091.42
1108.65
0.030
124.57
124.60
1094.54
1111.54
0.007
124.58
124.59
1100.00
1117.21
0.014
124.52
124.53
1106.77
1123.98
0.030
124.44
124.47
1110.00
1127.21
0.039
124.39
124.43
1115.21
1132.42
0.030
124.34
124.37
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 122
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C816
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN
-1.26 % -1.44 % -1.75 % -2.5 % -2.35 % -3.19 % -2.45 % -1.93 % -2.33 % -1.68 % -1.5 % -0.75 % -0.42 % -0.36 % 0.27 % 0.65 % 1.01 %
DESIGN GRADING
HORIZONTAL GEOMETRY
1121.49
1138.65
0.030
124.26
124.29
1127.06
1144.28
0.030
124.18
124.21
1130.00
1147.20
0.032
124.13
124.16
1140.00
1157.20
0.030
123.95
123.98
1140.33
1157.54
0.030
123.95
123.98
1150.00
1167.20
0.030
123.71
123.74
1160.00
1177.20
0.034
123.47
123.50
1162.03
1179.23
0.030
123.42
123.45
1168.68
1185.89
0.030
123.21
123.24
1170.00
1187.19
0.030
123.18
123.21
1171.02
1188.21
0.030
123.15
123.18
1177.38
1194.57
0.030
123.03
123.06
1180.00
1197.22
0.033
122.97
123.00
1187.26
1204.48
0.030
122.80
122.83
1190.00
1207.19
0.030
122.75
122.78
1200.00
1217.20
0.030
122.59
122.62
1209.28
1226.48
0.030
122.45
122.48
1210.00
1227.20
0.029
122.44
122.47
1218.00
1235.21
0.030
122.38
122.41
1220.00
1237.21
0.030
122.37
122.40
1222.92
1240.13
0.030
122.36
122.39
1230.00
1247.20
0.030
122.34
122.37
1231.75
1248.98
0.030
122.34
122.37
1240.00
1257.22
0.029
122.39
122.42
1242.33
1259.55
0.030
122.41
122.44
1250.00
1267.20
0.023
122.49
122.52
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 121
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
1.01 %
DESIGN GRADING
HORIZONTAL GEOMETRY
1261.83
1279.10
0.000
122.64
122.64
CHAINAGE
(KERB)
CHAINAGE
(DESIGN CL)
DEPTH
EXISTING SURFACE
DESIGN CENTRELINE
DATUM 122
KERB LIP WEST LONGITUDINAL SECTION
HOR 1 : 200
VER 1 : 20
A1
00
00ORIGINAL ISSUE
DESIGN DEVELOPMENT
AHD
Quality
Management
System
ISO 9001
trust-mark.com ®
Level 1, 260 Main Street Lilydale Vic. Australia 314005.09.17
HEATHMONT
ROAD REHABILITATION & LATM
HEATHMONT ROAD
KERB LONGITUDINAL SECTION - HEATHMONT RD (WEST KERB)
21853
C817
AC
AG
21853-C8.dwg
5 SEP 2017
AS SHOWN