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VicRoads Final Drawing Presentation Guidelines
VicRoads FDP – Example Drawings
(June 2020) NOTE: Reference to any VicRoads or other documentation refers to the latest version as publicly available on the VicRoads website or other external source.
Update Record
Rev. No. Date Released
Section Updated Description of Revision Approved By
Ver. 1.0
July 2013
First Edition Example Drawings extracted from original document
Principal Advisor - Road Design, Traffic & Standards
Ver. 1.1
June 2020
Drawing No. 269687
Drawing No. 269688
Approach grade information requirements
Principal Engineer – Road Design and Traffic
Issue Number
Controlled Copy
DRAWINGS
CONTRACT No. 1234
VOLUME 2 of 3
Drawing No. 269650
Computer File: 6004-pd-a-fs-01.dgn
Project: Face Sheet
Catalogue: RS&T
GORDONS ROAD TO RIVERDALE BOULEVARD
MAIN ROAD DUPLICATION
ROADWORKS DRAWINGS
ROUNDABOUT
WITT ST/SAMARIA RD
BRIDGE ST/BENALLA-WINTON RD (SYDNEY RD)/
BENALLA EASTERN GATEWAY PROJECT
Issue Number
Controlled Copy
CONTRACT NO. 1235
Drawing No: 269652
Computer File: 6004-dc--lfs-01.dgn
Project: Face Sheet
Catalog: RS&T
Sheet No: 1
RURAL CITY
BENALLA
WIT
T S
TR
EET
MA
RY
ST
REET
SA
LIS
BU
RY
ST
REET
BA
RKL
Y
ST
REET
SM
YT
HE ST
REET
SA
MA
RIA
RO
AD
MEADOWS AVENUE
PERTH STREET
MELROSE STREET
GRAY STREE
T
BY
RNE ST
REET
LA
VER
Y
ST
REET
KIN
G ST
REET
MACKELLAR STREET
ERIC S
TR
EET
BRIDGE ST
REET
BENALL
A-WI
NTON
ROAD (
SYDNEY
ROAD)
SITE OF WORKS
VICROADS MAP NO. 663 S5
MORANG
SOUTH
PLEN
TY RI
VER
PLEN
TY RIV
ER
McA
RT
HU
RS
RO
ADBUTTRESS CRESCENT
HU
NT
ERS
RO
AD
TH
E P
AR
KW
AY
YELLOWBOX AVENUEWINGSPAN AVENUE
TH
E L
AK
ES
BO
ULE
VA
RD
GO
RD
ONS
RO
AD
GO
RD
ONS
RO
AD
100 200
PARK
HAWKSTOWE
PA
RA
DE
HA
WKST
OW
E
STAGECOACH BOULEVARD
0
TO MELBOURNE
TO WHITTLESEARIV
ER
DA
LE B
OULEV
AR
D
SITE OF WORKS
01/06/11
2696511234
PROJECT DESIGN
1
LOCALITY PLAN
6004-pd-a-lp-01.dgn
MELWAY MAP 183 REF H5
V.ROADS
GORDONS ROAD TO RIVERDALE BOULEVARD
MAIN RD
RS&T
Face Sheet
CITY
WHITTLESEA
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:2
8:3
8 P
M
Default
6004-pd-a-lp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
NOT TO SCALE
2 269653
TABLE OF CONTENTS01/06/11
PROJECT DESIGN
1234
V.ROADS
GORDONS ROAD TO RIVERDALE BOULEVARD
MAIN RD
RS&T
6004-pd-a-toc-01.dgn
Table of ContentsISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:2
9:4
2 P
M
Default
6004-pd-a-toc-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
TYPICAL CROSS SECTIONS AND PAVEMENT DETAILS
ALIGNMENT PLANS AND DRAINAGE DETAILS
DETAIL PLANS
COMPUTER FILES
PUBLIC LIGHTING
REFER TO SEPARATE PUBLIC LIGHTING PLAN
3
01/06/11
V.ROADS
RS&TNOT TO SCALE
6004-dc--toc-01.dgn
TABLE OF CONTENTS
1235
LONGITUDINAL SECTIONS
CROSS SECTIONS
REGIONAL DESIGN CENTRAL
29/03/11BENALLA RURAL CITY
269654
PAVEMENT TYPE LIMIT PLANS
SIGNS AND PAVEMENT MARKING PLANS
Table of Contents
SHEET DRAWING COMPUTER FILE DESCRIPTION
GEOMETRIC PLAN
13361esa.dgn - ENHANCEMENT FILE
13361fsa.dtm - DIGITAL TERRAIN MODEL
13361fsa.dgn - FEATURE SURVEY BASE
SURVEY
6004-dc--alg-01.alg - GEOMETRY FILE FOR LIP LINES
GEOMETRY
6004-dc--srf-02.dtm - EXISTING PAVEMENT HATCH
6004-dc--srf-01.dtm - DESIGN SURFACE
SURFACES
ctb4.dgn - TITLE BLOCK
6004-dc--ptl-00.dgn - PAVEMENT TYPE AREA FILL
6004-dc--slp-00.dgn - PAVEMENT MARKING MASTER FILE
6004-dc--cp-01.dgn - EXISTING SURFACE CONTOURS
6004-dc--ssd-01.dgn - SUBSURFACE DRAINAGE
6004-dc--3ds-01.dgn - 3D LINE STRINGS FOR DESIGN SURFACE
6004-dc--md-01.dgn - EXISTING PAVEMENT AREA FILL
6004-dc--adl-01.dgn - DRAINAGE STRATEGY
6004-dc--fd-01.dgn - FUNCTIONAL LAYOUT
DESIGN REFERENCE FILES
3 123458 6004-dc--tpd-01.dgn TYPICAL CROSS SECTIONS AND PAVEMENT DETAILS
9 123464 6004-dc--ptl-02.dgn CH 14630 - CH 14790
8 123463 6004-dc--ptl-01.dgn CH 14470 - CH 14630
25 123480 6004-dc--cs-01.dgn CH 14780 - CH 14790
24 123479 6004-dc--cs-01.dgn CH 14740 - CH 14770
23 123478 6004-dc--cs-01.dgn CH 14710 - CH 14730
22 123477 6004-dc--cs-01.dgn CH 14670 - CH 14700
21 123476 6004-dc--cs-01.dgn CH 14630 - CH 14660
20 123475 6004-dc--cs-01.dgn CH 14590 - CH 14620
19 123474 6004-dc--cs-01.dgn CH 14550 - CH 14580
18 123473 6004-dc--cs-01.dgn CH 14510 - CH 14540
17 123472 6004-dc--cs-01.dgn CH 14470 - CH 14500
27 123482 6004-dc--slp-02.dgn CH 14630 - CH 14790
26 123481 6004-dc--slp-01.dgn CH 14470 - CH 14630
AND COMPUTER FILES
BRIDGE STREETBENALLA-WINTON RD / WITT ST / SAMARIA RD ROUNDABOUT
NO. NO.
2 123457 6004-dc--toc-01.dgn TABLE OF CONTENTS, COMPUTER FILES AND STANDARD DRAWINGS
1 123456 6004-dc--lfs-01.dgn FACE SHEET, LOCALITY PLAN
4 123459 6004-dc--gp-01.dgn
7 123462 6004-dc--dl-01.dgn DRAINAGE LONGITUDINAL SECTIONS
6 123461 6004-dc--ap-02.dgn CH 14630 - CH 14790
5 123460 6004-dc--ap-01.dgn CH 14470 - CH 14630
14 123469 6004-dc--lip-03.dgn LIP PROFILES C, E AND G
13 123468 6004-dc--lip-02.dgn LIP PROFILES D
12 123467 6004-dc--lip-01.dgn LIP PROFILES A, B AND BB
11 123466 6004-dc--sod-02.dgn SET OUT POINTS
10 123465 6004-dc--sod-01.dgn DETAIL PLAN
16 123471 6004-dc--ls-02.dgn CH 14630 - 14790
15 123470 6004-dc--ls-01.dgn CH 14470 - 14630
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:3
1:12 P
M
Default
6004-dc--toc-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:3
7:13 P
M
Default
6004-pd-a-tcs-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
0.030m/m0.050m/m
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
BIC
YCLE L
AN
E
BIC
YCLE L
AN
E
VER
GE
VER
GE
VER
GE
VERGE
0.030m/m0.050m/m
0.050m/m
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
BIC
YCLE L
AN
E
BIC
YCLE L
AN
E
VER
GE VERGE
VER
GEVERGE
THE LAKES BOULEVARD TO HAWKSTOWE PARADE/McARTHURS ROAD
POINT
GRADING
POINT
GRADING
1.5 1.8 3.5 3.5 2.0 1.5 3.5 3.5 1.8 2.0
13.6
MEDIAN
POINT
GRADING
POINT
GRADING
1.5 1.8 3.5 3.5 1.5 2.0 3.5 3.5 1.8 1.5
MEDIAN
(NOMINAL)
2.0
13.6
CROSSFALL VARIES
SOUTH OF GORDONS ROAD TO THE LAKES BOULEVARD
4
3:1 3:1
1.0
SW
ALE
DR
AIN
01/06/11
PROJECT DESIGN
1234
NOT TO SCALE
VARIES
SLOPE
SLOPE VARIES
VARIES
SLOPE
DRAIN
TYPE C MATERIAL
TYPE B MATERIAL
TYPE B MATERIAL
TYPE B MATERIAL
V.ROADS GUARD FENCE
2. BATTER ROUNDING 1.0 x 1.0, VERGE ROUNDING 1.0 x 1.0 EXCEPT WHERE
1. REFER DETAIL CROSS SECTIONS FOR BATTER SLOPES
PAVEMENT DRAINPAVEMENT DRAIN
PAVEMENT DRAIN
PAVEMENT DRAINPAVEMENT DRAIN
PAVEMENT DRAIN
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
RS&T
(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL (TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL
6004-pd-a-tcs-01.dgn
TYPICAL CROSS SECTIONS
269655Typical Cross Sections
4:1 4:10.050m/m
0.050m/m0.030m/m
0.050m/m
DESIG
N
LIN
E
DESIG
N
LIN
EW
HIT
TLES
EA
BO
UN
D
MELB
OU
RN
E B
OU
ND
0.030m/m0.030m/m2:1
4:12:1 MAX
2.5 2.0
7.0
6.0 3.5 3.03.0
6:1
2.03.0
MAIN CARRIAGEWAYS
2:1
4:12:1 MAX
2.5 2.06.0 3.5
6:1
2.03.0
3.5 3.5
VARIES
NOT TO SCALE
5
1.5:1
1.5:1
3.5
LANE
TRAFFIC
3.5
0.3-3.5
VARIES
2696561236
TYPICAL CROSS SECTIONS
PROJECT DESIGN
3.5
SHOULDER
3.0
VERGESHOULDER SHOULDER
3.53.5 3.0
SHOULDERVERGE SHOULDER
3.0
VERGE
3.53.5 3.0
MEDIAN
3.5 3.5
LOCATION OF WIDENING JOINTS AND SUBSURFACE DRAINS
1. REFER PAVEMENT DETAILS, PAVEMENT TYPE LIMITS AND SPECIFICATION FOR
VERGE SHOULDER
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
LANE
TRAFFIC
MEDIAN
DRAIN
DRAIN
CROSSFALL VARIESSLOPE VARIES CROSSFALL VARIES
SPRINGVALE ROAD TO PERRY ROAD
TA
PER
VA
RIE
S
TA
PER
VA
RIE
S
01/06/11
V.ROADS
PATH
SHARED
PATH
SHARED
GUARD FENCE (WHERE REQUIRED)
WIRE ROPE SAFETY BARRIER /
GUARD FENCE (WHERE REQUIRED)
WIRE ROPE SAFETY BARRIER /
NOISE BARRIER
CONCRETE BARRIER WITH
NOISE BARRIER
CONCRETE BARRIER WITH
CONCRETE BARRIER
TYPE C MATERIAL
TYPE B MATERIAL
TYPE C MATERIAL
TYPE B MATERIAL
POINT
GRADING
PAVEMENT DRAINPAVEMENT DRAIN PAVEMENT DRAIN
PAVEMENT DRAIN
PAVEMENT DRAIN
PAVEMENT DRAIN
PHILLIP ARTERIAL
FREEWAY TYPICAL CROSS-SECTION
PHILLIP CORRIDOR - MAIN CARRIAGEWAYS
ARTERIAL TYPICAL CROSS-SECTION NEAR CHAPEL ROAD
PHILLIP CORRIDOR - MAIN CARRIAGEWAYS
(TYPE A)
VERGE MATERIAL (TYPE A)
VERGE MATERIAL
VERGE MATERIAL (TYPE A)
(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL
GRADING POINT WESTBOUND C’WAYGRADING POINT EASTBOUND C’WAY
(TYPE A)
VERGE MATERIAL
6004-pd-a-tcs-02.dgn
Typical Cross Sections
RS&T
WES
TB
OU
ND
DESIG
N
LIN
E
MAIN
DESIG
N
LIN
EM
AIN
DESIG
N
LIN
E
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:3
8:5
5 P
M
Default
6004-pd-a-tcs-02.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
PAVEMENT LAYER MATERIALLAYER THICKNESS (mm)
V
ER
GE
ED
GE
OF
A
B
C
D
PAVEMENT TYPE 1 GRANULAR PAVEMENT
E
PAVEMENT TYPE 1
A
B
C
D
E
WID
ENIN
G JOIN
T
EXISTING SUBGRADE
PAVEMENT DRAIN
PAVEMENT TYPE 1
WID
ENIN
G JOIN
T
EXISTING SUBGRADE
A
B
C
D
E
A
PAVEMENT LAYER MATERIALLAYER THICKNESS (mm)
PAVEMENT TYPE 2: GRANULAR RESHEET
B
C
PAVEMENT TYPE 2
V
ER
GE
ED
GE
OF
A
B
C
PAVEMENT DRAIN
CUT IN 0.15 STEPS
JOINTS TO BE SAW
CUT IN 0.15 STEPS
JOINTS TO BE SAW
PAVEMENT TYPE 2 GRANULAR RESHEET WITH NEW KERB
PAVEMENT TYPE 2 GRANULAR RESHEET ADJACENT PAVEMENT TYPE 1 WIDENING
NOT TO SCALE
SEAL/ASPHALT
REMOVE EXISTING
PAVEMENT TYPE 1: GRANULAR PAVEMENT (NEW CARRIAGEWAY AND WIDENING)
CONTINUOUSLY OVER PAVEMENT JOINT
COURSE TO BE CONSTRUCTED
PAVEMENT TO ALLOW WEARING
IF REQUIRED PROFILE EXISTING
GRANULAR PAVEMENT
6 269657
PAVEMENT TYPE 1 WIDENING ADJACENT THIN ASPHALT OVERLAY (GORDONS ROAD)
V
ER
GE
ED
GE
OF
A
B
C
D
E
PAVEMENT DRAIN
OR BETTER
TYPE B MATERIAL OR BETTER
TYPE B MATERIAL
OR BETTER
TYPE B MATERIAL
01/06/11
PROJECT DESIGN
PAVEMENT DETAILS
1234
V.ROADS
100mm LAYER DEPTH
EXISTING PAVEMENT TO PROVIDE CONSISTENT
REMOVE SEAL FOR FULL WIDTH OF RESHEET AND
PAVEMENT DRAIN
1.5:11.5
:1
1.5:1
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL
RS&T
WEARING COURSE
MIN
0.3MIN
0.3
MIN
0.3
MIN
0.3
0.3 MIN0.3 MIN
0.3 MIN
0.3 MIN
0.3 MIN
0.3 MIN
> <
4. REFER SPECIFICATION FOR LONGITUDINAL AND TRANSVERSE JOINT DETAILS
CARRIAGEWAY WIDTH
3. WEARING COURSE TO BE PLACED IN CONTINUOUS LAYER OVER FULL
2. REFER TO PAVEMENT TYPE LIMITS FOR LOCATION OF PAVEMENT TYPES
1. TOPSOIL TO BE PLACED OVER BATTERS AND VERGES REFER SPECIFICATION
6004-pd-a-pd-01.dgn
Typical Cross Sections
OR BETTER
TYPE C MATERIAL
OR BETTER
TYPE C MATERIAL
ALTERNATIVE SSD POSITION WHERE SERVICES CONFLICT TO PREVENT BACK OF KERB LOCATION
PAVEMENT TYPE 1 GRANULAR PAVEMENT
OR BETTER
TYPE C MATERIAL
TOTAL DEPTH 625 (INCLUDING SURFACING)
E SELECT MATERIAL 120 TYPE A MATERIAL (CBR 6%, SWELL 1.5%)
D LOWER SUBBASE 100 SIZE 20 CLASS 4 CRUSHED ROCK
C UPPER SUBBASE 170 SIZE 20 CLASS 3 CRUSHED ROCK
EQUAL LAYERS)
B BASE COURSE 200 SIZE 20 CLASS 1 CRUSHED ROCK (PLACED IN TWO
SIZE 7 CRS EMULSION PRIMERSEAL
A WEARING COURSE 35 SIZE 10 SMAH ON SIZE 10 SAMI ON
NO GREATER THAN 100)
C REGULATION VARIES SIZE 20 CLASS 1 CRUSHED ROCK (PLACED IN LAYERS
B RESHEET 100 SIZE 20 CLASS 1 CRUSHED ROCK
SIZE 7 CRS EMULSION PRIMERSEAL
A WEARING COURSE 35 SIZE 10 SMAH ON SIZE 10 SAMI ON
PAVEMENT DRAIN
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:4
0:2
5 P
M
Default
6004-pd-a-pd-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
WID
ENIN
G JOIN
T
PAVEMENT DRAIN
PAVEMENT LAYER MATERIALLAYER THICKNESS (mm)
1.5:1
V
ER
GE
ED
GE
OF
A
B
C
D
E
PAVEMENT TYPE 3 DEEP STRENGTH ASPHALT
PAVEMENT DRAIN
PAVEMENT LAYER MATERIALLAYER THICKNESS (mm)
A
B
CD
E
A
B
V
ER
GE
ED
GE
OF
A
SAW CUT
JOINTS TO BE
A
EXISTING PAVEMENT
EXISTING PAVEMENT
A
B
PAVEMENT DRAIN
PAVEMENT TYPE 6 THIN ASPHALT OVERLAY MATCH IN TERMINATION
PAVEMENT TYPE 6 THIN ASPHALT OVERLAY OVER EXISTING PAVEMENT WITH NEW KERB
B
B
OVER PAVEMENT JOINT
BE CONSTRUCTED CONTINUOUSLY
TO ALLOW WEARING COURSE TO
TRIM BACK EXISTING PAVEMENT
CUT IN 0.15 STEPS
JOINTS TO BE SAW
PAVEMENT
EXISTING
CHASE OUT
PAVEMENT
EXISTING
CHASE OUT
PAVEMENT TYPE 3: DEEP STRENGTH ASPHALT (WIDENING)
PAVEMENT TYPE 6 THIN ASPHALT OVERLAY ADJACENT PAVEMENT TYPE 3 WIDENING
PAVEMENT TYPE 6: THIN ASPHALT OVERLAY
PAVEMENT TYPE 6 THIN ASPHALT OVERLAY OVER EXISTING PAVEMENT WITH EXISTING KERB
DEEP STRENGTH ASPHALT
NOT TO SCALE
OR BETTER
TYPE C MATERIAL
CRUSHED ROCK)
SIZE 20mm CLASS 3
BEDDING (100mm
7 269658
OR BETTER
TYPE B MATERIAL
01/06/11
PROJECT DESIGN
PAVEMENT DETAILS
1234
V.ROADS
& CHANNEL
EXISTING KERB
PAVEMENT TYPE 6PAVEMENT TYPE 3
OR BETTER
TYPE B MATERIAL
GORDONS ROAD TO RIVERDALE BOULEVARD
MAIN RD
(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL
RS&T
OR BETTER
TYPE C MATERIAL
NOTE: PAVEMENT DRAIN NOT REQUIRED WHERE MINIMUM 100mm REGULATION CAN BE PLACED CONTINUOUSLY ACROSS CARRIAGEWAY
0.3 MIN
MIN
0.3
0.3 MIN0.3 MIN
1.5:1
0.6 MIN
0.6 MIN
MIN
0.3
MIN
0.3
6004-pd-a-pd-02.dgn
MIN
0.3
4. REFER SPECIFICATION FOR LONGITUDINAL AND TRANSVERSE JOINT DETAILS
CARRIAGEWAY WIDTH
3. WEARING COURSE TO BE PLACED IN CONTINUOUS LAYER OVER FULL
2. REFER TO PAVEMENT TYPE LIMITS FOR LOCATION OF PAVEMENT TYPES
1. TOPSOIL TO BE PLACED OVER BATTERS AND VERGES REFER SPECIFICATION
Typical Cross Sections
NO GREATER THAN 100mm)
B REGULATION VARIES SIZE 20 SI ASPHALT (PLACED IN LAYERS
A WEARING COURSE 35 SIZE 10 SMAH
TOTAL DEPTH 405
E SUBBASE 150 CEMENT TREATED CRUSHED ROCK (E=500MPa)
D BASE COURSE 60 SIZE 20 TYPE SI ASPHALT
C INTERMEDIATE COURSE 2 60 SIZE 20 TYPE SI ASPHALT
B INTERMEDIATE COURSE 1 100 SIZE 20 TYPE SI ASPHALT
A WEARING COURSE 35 SIZE 10 SMAH
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:4
1:12 P
M
Default
6004-pd-a-pd-02.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
PAVEMENT
EXISTING
MIN
0.3
SUBGRADE
BE SAW CUTJOINTS TO
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:4
2:0
2 P
M
Default
6004-pd-a-pd-03.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
2.0 2.0 2.0
SUBGRADESUBGRADE
A
B
C
D
A
B
C
D
STRUCTURAL FILL
0.150.6
2.0 2.0 2.0
SUBGRADESUBGRADE
A
B
C
D
A
B
C
D
NOT TO SCALE
2.02.02.0
A
B
C
D
RS&T
6004-pd-a-pd-03.dgn
V.ROADS
01/06/11
PROJECT DESIGN
THOMPSON ROAD DUPLICATION
THOMPSON RD
TRANSVERSE JOINTS
PAVEMENT DETAILS
1238 8 269659
MIN
0.3
MIN
0.3
Typical Cross Sections
PAVEMENT TYPE 1PAVEMENT TYPE 2
PAVEMENT TYPE 2
PAVEMENT TYPE 2 PAVEMENT TYPE 3
REFER TO SD1621D
TRANSVERSE PAVEMENT DRAIN
REFER TO SD1621D
TRANSVERSE PAVEMENT DRAIN
REFER TO SD1621D
TRANSVERSE PAVEMENT DRAIN
PAVEMENT TYPE 2 TRANSVERSE JOINT MATCH IN TO PAVEMENT TYPE 1
PAVEMENT TYPE 2 TRANSVERSE JOINT MATCH IN TO PAVEMENT TYPE 7
PAVEMENT TYPE 2 TRANSVERSE JOINT MATCH IN TO PAVEMENT TYPE 3
A
PAVEMENT TYPE 7
WIDENING JOINTS
2. REFER TO SPECIFICATION AND PAVEMENT TYPE LIMITS FOR LOCATION OF
1. REFER TO PAVEMENT TYPE LIMITS FOR EXTENT OF PAVEMENTS
AND PAVEMENT DETAILS
TYPICAL CROSS SECTIONS
CH 5200
CH 5270
4:1
DESIG
NLIN
E
SLOPE VARIES
CROSSFALL VARIES
CH 5110
2:16:1
CROSSFALL VARIES
1.0S
HO
UL
DER
1.0
ASPHALT OVERLAY
FULL DEPTH ASPHALT PAVEMENT
TYPE C MATERIALTYPE B MATERIAL
WEARING COURSE 40 mm SIZE 14 TYPE H ASPHALT
TYPE B MATERIAL
1.5:1
ASPHALT OVERLAY
ASPHALT OVERLAY
MATERIAL
TYPE B
PAVEMENT DETAILS
PAVEMENT DRAIN TYPE 2
PAVEMENT JOINT & PAVEMENT DRAIN DETAIL
300mm
A
BC
150mm 150mm
COURSE
WEARING
40mm
TRAFFIC LANE
EDGE OF EXISTING
9
01/06/11
V.ROADS
CROSSFALL VARIES
1766NOT TO SCALE
RS&T
(TYPE A)
VERGE MATERIAL(TYPE A)
VERGE MATERIAL
(TYPE A)
VERGE MATERIAL
150mm MINIMUM
(TYPE A)
VERGE MATERIAL
MIN
300mm
MIN
300mm
300mm
6004-dc--tdp-01.dgn
11/05/11
REGIONAL DESIGN CENTRAL BRIDGE STREETRIVERVIEW ROAD TO CRAMER STREET
DELATITE SHIRE
269660Typical Cross Sections
TOTAL THICKNESS 365mm
C UPPER SUBBASE 150mm SIZE 20 CLASS 3 CTCR
B BASE COURSE 90mm SIZE 20 CLASS SI ASPHALT
A INTERMEDIATE COURSE 85mm SIZE 20 TYPE SI ASPHALT
WEARING COURSE 40mm SIZE 14 TYPE H ASPHALT
TO SPECIFICATION
3. TOPSOIL TO BE PLACED OVER BATTERS AND VERGES REFER
2. BATTER ROUNDING 1.0 x 1.0, VERGE ROUNDING 1.0 x 1.0
1. FOR LIMITS AND DEPTH OF STRIPPING REFER SPECIFICATION.
PAVEMENT DRAIN TYPE 3
(TYPE A)
VERGE MATERIAL
1.5
VERGE
4.3
TRAFFIC LANE
4.0
TRAFFIC LANE RIGHT TURNING LANE
4.0 4.3
TRAFFIC LANE
1.5
VERGE
3.5
LEFT TURN LANE
4.0
TRAFFIC LANE
VARIES
PAINTED MEDIAN
4.3
TRAFFIC LANE
1.5
VERGE
VARIES
TRAFFIC LANE
2.0
TABLE DRAINVERGE
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:4
2:5
6 P
M
Default
6004-dc--tpd-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
McA
RT
HU
RS
RO
AD
HA
WKS
TO
WE P
AR
AD
E
0 100 200
GO
RD
ONS
RO
AD (E
AS
T)
ARC: 331.646
INTERSECTING ANGLE: 15°07’09"
RADIUS: 1256.800
E 331945.785
N 5832765.956 IP COORDINATES:
BEARING: 350°56’38"
CURVE NUMBER 1
TH
E L
AK
ES
BO
ULE
VA
RD
EN
TR
AN
CE
TH
E L
AK
ES
BO
ULE
VA
RD
EXIT
TO MELBOURNE
E 332011.875
N 5832351.314
ARC: 164.783
INTERSECTING ANGLE: 3°55’28"
RADIUS: 2405.800
E 332019.551
N 5833460.442 IP COORDINATES:
BEARING: 6°03’47"
CURVE NUMBER 2
GO
RD
ONS
RO
AD (W
ES
T)
E 331652.378
N 5835189.227
26500
27000
27500
28000
28500
TC 26253.0
84
CT 26584.7
30
TC 27033.9
08
CT 2719
8.6
90
TC 27763.8
62
CT 28242.590
TC 28417.600
CT 28582.2
94
CT 28837.9
18
TC 28884.8
83
CT 28911.7
45
B
D
D
D
D
D
A
D
D
D
D
D
DD B
TC 28605.5
25
RIV
ER
DA
LE B
OULE
VA
RD
WHITTLESEA BOUND CARRIAGEWAY
ARC: 60.071
INTERSECTING ANGLE: 0°20’39"
RADIUS: 10000.000
E 331890.698
N 5834517.250 IP COORDINATES:
BEARING: 319°44’36"
CURVE NUMBER 4
ARC: 164.695
INTERSECTING ANGLE: 22°12’11"
RADIUS: 425.000
E 331705.630
N 5834738.490 IP COORDINATES:
BEARING: 320°05’15"
CURVE NUMBER 5
ARC: 232.393
INTERSECTING ANGLE: 22°10’51"
RADIUS: 600.300
E 331637.403
N 5834952.155 IP COORDINATES:
BEARING: 342°17’26"
CURVE NUMBER 6
ARC: 26.862
INTERSECTING ANGLE: 3°25’13"
RADIUS: 450.000
E 331651.285
N 5835129.683 IP COORDINATES:
BEARING: 4°28’17"
CURVE NUMBER 7
ARC: 418.656
INTERSECTING ANGLE: 42°23’43"
RADIUS: 565.800
E 332051.907
N 5834326.866 IP COORDINATES:
BEARING: 2°08’19"
CURVE NUMBER 3
1/06/11
26966110
PROJECT DESIGN
GEOMETRIC PLAN
1234
V.ROADS
RS&T
Geometric Plans
6004-pd-a-gp-01.dgn
GORDONS ROAD TO RIVERDALE BOULEVARD
MAIN RD1. SURVEY DATUMS: LEVELS - AHD, GRID - MGA ZONE 55
MAIN ROAD WHITTLESEA BOUND DESIGN LINE
MAIN ROAD MELBOURNE BOUND
CTC 28182.519
26000.0
00
28957.8
64
SURVEY CONTROL POINTS
TO WHITTLESEA
A
AA
r
A
r
d
PM344
TBM08
PM433
UNKPM
PM74
TBM02
d
r
Der
DD
D
D
DD
TBM14 TBM13
TBM12TBM11
TBM10TBM09 TBM05
TBM07TBM06
TBM04
TBM01
TBM03
UNKPM 331947.20 5832692.53 154.42
PM433 331491.09 5832763.00 150.24
PM344 332222.97 5834341.61 154.47
PM74 331983.67 5832675.67 154.21
TBM14 331983.14 5832505.27 153.49
TBM13 331979.64 5832768.88 153.70
TBM12 331956.10 5833017.81 155.95
TBM11 331984.39 5833283.52 154.18
TBM10 332002.57 5833453.55 150.15
TBM09 332008.48 5833508.57 148.88
TBM08 332046.52 5833848.10 152.80
TBM07 332082.35 5834089.82 155.48
TBM06 332071.81 5834288.22 157.18
TBM05 332021.87 5834305.81 155.41
TBM04 331990.40 5834423.75 156.79
TBM03 331805.06 5834667.52 158.28
TBM02 331757.98 5834681.37 162.09
TBM01 331653.50 5834837.25 161.56
STATION EASTING NORTHING RL
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
12:4
3:4
4 P
M
Default
6004-pd-a-gp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
250 50
A
DD
D
D
D
253800
253900
254000
25410
0
254200
254300
254400
254500
254600
CT 254044.6
08
TS 254066.7
36
SC 25413
2.7
36
CS 254388.9
75
ST 254454.975
1. SURVEY DATUMS: LEVELS - AHD, GRID - AMG ZONE 55
RM287/8
RM288/0A
RM288/2
(BW3079)
STN 3 (BW3079)
STN 4
RM288/5
PM 296
RM288/7
PM296 506350.104 5779347.602 1.767
RM288/7 506240.275 5779431.568 1.732
RM288/5 506404.458 5779320.673 1.753
RM288/2 506570.320 5779152.853 2.158
RM288/0A 506664.879 5778891.318 1.893
RM287/8 506727.669 5778731.028 1.589
STN4(BW3079) 506478.591 5779233.869 1.944
STN3(BW3079) 506704.916 5778785.857 1.870
STATION EASTING NORTHING RL
SOUTH GIPPSLAND HIGHWAY DESIGN LINE
CURVE NUMBER 1
CURVE NUMBER 2
BEARING: 343°45’20"
ARC: 284.027
INTERSECTION ANGLE: 6°04’16" R
RADIUS: 2600.000
CURVE
N 5778856.116
IP COORDINATES: E 506679.252
BEARING: 337°41’04"
CURVE NUMBER 1
BEARING: 306°49’46"
SHIFT: 0.363
ANGLE: 3°46’53"
LENGTH: 66.000
SPIRAL
ARC: 256.239
INTERSECTION ANGLE: 29°21’46" L
RADIUS: 500.000
CURVE
SHIFT: 0.363
ANGLE: 3°46’53"
LENGTH: 66.000
SPIRAL
N 5779201.800
IP COORDINATES: E 506578.530
BEARING: 343°45’20"
CURVE NUMBER 2
RS&T
Geometric Plans
COXS BRIDGE PROJECT
WELLINGTON SHIRE
GEOMETRIC PLAN
1236 11 269662
TC 253769.114
REGIONAL DESIGN CENTRAL
11/05/11
V.ROADS
01/06/11CH 253769.114 - CH 254636.150
A
254636.15
0
SOUTH GIPPSLAND HWY
6004-dc--gp-01.dgnISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:5
6:2
8 P
M
Default
6004-dc--gp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
SURVEY CONTROL POINTS
SOUTH GIPPSLAND HIGHWAY DESIGN LINE
254636.150 506273.385 5779430.323 306°49’46" TS
254620.000 506286.312 5779420.642 306°49’46"
254600.000 506302.321 5779408.653 306°49’46"
254580.000 506318.329 5779396.664 306°49’46"
254560.000 506334.338 5779384.676 306°49’46"
254540.000 506350.346 5779372.687 306°49’46"
254520.000 506366.355 5779360.698 306°49’46"
254500.000 506382.363 5779348.710 306°49’46"
254480.000 506398.371 5779336.721 306°49’46"
254460.000 506414.380 5779324.732 306°49’46"
254454.975 506418.402 5779321.720 306°49’46" SC
254440.000 506430.378 5779312.730 307°01’27"
254420.000 506446.266 5779300.582 307°53’29"
254400.000 506461.893 5779288.101 309°27’12"
254388.975 506470.337 5779281.013 310°36’40" CS
254380.000 506477.097 5779275.110 311°38’22"
254360.000 506491.774 5779261.525 313°55’53"
254340.000 506505.897 5779247.365 316°13’23"
254320.000 506519.441 5779232.652 318°30’54"
254300.000 506532.386 5779217.408 320°48’25"
254280.000 506544.712 5779201.659 323°05’55"
254260.000 506556.398 5779185.430 325°23’26"
254240.000 506567.425 5779168.746 327°40’56"
254220.000 506577.776 5779151.635 329°58’27"
254200.000 506587.435 5779134.123 332°15’58"
CHAINAGE EASTING NORTHING BEARING
254180.000 506596.386 5779116.240 334°33’28"
254160.000 506604.615 5779098.012 336°50’59"
254140.000 506612.108 5779079.470 339°08’29"
254132.736 506614.645 5779072.664 339°58’26" SC
254120.000 506618.863 5779060.647 341°17’33"
254100.000 506625.010 5779041.616 342°47’41"
254080.000 506630.771 5779022.464 343°36’10"
254066.736 506634.493 5779009.732 343°45’20" TS
254060.000 506636.377 5779003.265 343°45’20"
254044.608 506640.683 5778988.488 343°45’20" CT
254040.000 506641.976 5778984.065 343°39’14"
254020.000 506647.679 5778964.895 343°12’47"
254000.000 506653.528 5778945.770 342°46’21"
253980.000 506659.525 5778926.690 342°19’54"
253960.000 506665.669 5778907.657 341°53’27"
253940.000 506671.958 5778888.672 341°27’01"
253920.000 506678.394 5778869.736 341°00’34"
253900.000 506684.974 5778850.849 340°34’07"
253880.000 506691.700 5778832.014 340°07’41"
253860.000 506698.571 5778813.232 339°41’14"
253840.000 506705.586 5778794.502 339°14’47"
253820.000 506712.745 5778775.827 338°48’21"
253800.000 506720.047 5778757.208 338°21’54"
253780.000 506727.492 5778738.646 337°55’28"
253769.114 506731.605 5778728.566 337°41’04" TC
CHAINAGE EASTING NORTHING BEARING
D
D
D
D
D
D
D
A
V
V
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d
M
M
M l
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a
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A
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f
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M
A
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V
I
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Q
X
T
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A
w
M
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Q
Q
M
i
X
d
A
B
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TO
M
XX
B
V
V
A
g
d
M
U
M
Q
M
M
M
M
V
V
M
e
M
M
MT
M
M
M
Q
O
q
V
U
M
U
E
q
M
E
T
E
f
f
M
E
d
M
d
f
Q
M
T
M
V
M
c
Q
B
M
g
M
OM
M
MO
M
Q
VM
d
M
Y
M
V
M
a
V
d
d
w
f
T
g
Q
Y
Q
Q
Q
q
E
M
M
V
X
T
Q
d
E
M
M
E
P
q
M
M
M
V
a
g
d
M
a
V
dM
w
a
V
a
V
V
a
f
XX
M
V
V
q
M
q
M
VV
a
VV
V
g
ff
d
ff
d
V
V
gd
d
aT
d
a
V
A
V
M
V
a
V
M
M
V
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a
Xa
M
a
M
a
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V
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V
M
a
a
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a
T
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:36:3
3 P
M
Default
6004-pd-a-kp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
GO
RD
ONS
RO
AD
HAWKSTOWE PARADE
TH
E L
AK
ES
BO
UL
VE
VA
RD
ST
AG
EC
OA
CH
BO
ULE
VA
RD
GO
RD
ONS
RO
AD
WINGSPAN AVENUE YELLOWBOX AVENUE
McA
RT
HU
RS
RO
AD
TO MELBOURNE
TO WHITTLESEA
3334353637383940414243
26000
2610
0
26200
26300
26400
26500
26800
2710
0
27200
27300
27400
27500
27600
27700
27800
27900
28000
2810
0
28200
28300
28400
28500
28600
28700
B
D
D
D D
D
D
D
D
D
27000
26700
26600 26900
RIV
ER
DA
LE B
OULE
VA
RD48
4449
4546
47
75 1500
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
ALIGNMENT KEY PLAN
269663121234
PROJECT DESIGN
V.ROADS
01/06/11
RS&T
Alignment Plans
6004-pd-a-kp-01.dgn
MAIN ROAD
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:38:0
6 P
M
Default
6004-pd-a-ap-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
eXBT
TI
152.0
0
BB
B
152.50
B B
153.00
153.00
B
U
153.50
153.5
0
153.50153.50
153.50
153.5
0
BX B
T
M
I
B
154.0
0
154.00
154.00
154.00
B
M
M
gf
B
d
XX
D
B
!
!
!M BM
!
f
B
E
B
!!M D
!
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X
154.5
0
154.50
154.50
B
X
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B
f
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!M
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T
X
B BOT
g
B
!
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B
M
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M155.00
155.0
0
155.00
155.00
155.0
0
B
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B
B
O
M
M
O
T
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B
Q
V
B
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Q
Q
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155.50155.50
155.50
155.50
155.50
155.50
B
Q
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Q
M
B TO
B
V
B
M
B
U
B
Q
BB
156.00
156.0
0
156.0
0
156.00
156.00
156.00
BB
M
M
O
U
M
U
156.5
0
D
V DB
300 dia
300 dia
300 dia
300 dia
300 dia
300 dia
300 dia
300 dia
dia
300
300 dia
225 dia
X X X X X X X
X
X
X
X X X X X
X X X X X X X X
5 10
5 833 15
0
N
5 833 200
N
5 833 200
N
5 833 250
N
5 833 250
N
5 833 300
N
5 833 300
N
331 950 E
331 950 E
332 000 E
332 000 E
332 050 E
332 050 E
TO WHITTLESEA
TO MELBOURNE
TH
E L
AK
ES
BO
ULE
VA
RD
0
3020
3040
3060
4020
4040
4060
IP 4022.779
IP 4034.161
FOOTPATH
MATCH TO EXISTING
FOOTPATH
MATCH TO EXISTING
LIMIT OF WORKS
PATH CONNECTIONS
REMOVE REDUNDANT CONCRETE
126850
126900
126950
26850
26900
26950
TO BE RELOCATED
EXISTING BUS SHELTER
TO BE RELOCATED
EXISTING BUS SHELTER
REFER SD2071
BUS SHELTER
REINSTATE EXISTING
RELOCATED BUS STOP
REFER SD2071
BUS SHELTER
REINSTATE EXISTING
RELOCATED BUS STOP
REFER STRUCTURAL DRAWINGS
CONSTRUCT RETAINING WALL
OF
NEE
D
LE
NG
TH
CH 26985
OF
NEE
D
LE
NG
TH
CH 26950
TO SUIT RETAINING WALL
LOCALLY MODIFY BATTER
SERVICE ROAD SERVICE ROAD
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
PROJECT DESIGN
V.ROADS
1/06/11
RS&T
GORDONS ROAD TO RIVERDALE BOULEVARD
MAIN RD
ALIGNMENT PLAN
CH 26810 - CH 26990
26966413Alignments Plans
6004-pd-a-ap-01.dgn
3079.487 4082.563
MAIN ROAD DESIGN LINE
SH
EET 12
SH
EET 14
REFER STRUCTURAL DRAWINGS
FOR DETAILS OF GUARD FENCE
FROM BACK OF KERB
FACE OF GUARD FENCE 0.5 METRES
TYPE B GUARD FENCE
BB
BB
MAIN ROAD SOUTHBOUND DESIGN LINE
TH
E L
AK
ES
WES
TB
OU
ND
DESIG
N
LIN
E
TH
E L
AK
ES
EA
ST
BO
UN
D
DESIG
N
LIN
E
LIMIT
OF
WO
RKS
LIMIT
OF
WO
RKS
1234
TERMINAL TERMINAL
169.5
0
169.5
0
169.5
0
169.5
0
169.5
0
170.0
0
170.0
0
170.5
0
170.5
0
171.0
0
171.00
171.50
171.5
0
171.50
172.00
172.00
172.0
0
172.0
0
172.0
0
172.00
172.00
172.0
0
172.0
0
172.0
0
172.00
172.50
172.50
172.5
0
172.5
0
172.50
172.50
172.5
0
172.5
0
172.50
172.50
173.00
173.00
173.00
173.00
173.00
173.00
173.50
173.50
173.50
174.00
174.00
174.0
0
174.00
174.00
174.00
174.00
174.50
174.5
0
174.50
174.50
174.5
0
175.00
175.00
175.00
175.0
0
175.00
175.0
0
175.00
175.00
175.5
0
175.50
176.0
0
176.00
176.5
0
177.0
0
177.5
0
178.0
0
178.5
0
179.0
0
179.5
0
180.0
0
180.5
0
�RCP22
5mm
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:39:17 P
M
Default
6444-dc--ap-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
5 991 400 N
5 991 450 N
5 991 500 N
5 991 500 N
5 991 550 N
5 991 550 N
498 650 E
498 700 E
498 700 E
498 750 E
498 750 E
498 800 E
6444-dc--ap-01.dgn
ALIGNMENT PLAN
KIEWA VALLEY HWY
14580
14600
14700
14760
KIEWA VALLEY HIGHWAY DESIGN LINE
YA
CK
AN
DA
ND
AH
CREEK
0 5 10
350R
D
WODONGA RURAL CITY
TYPE B
GUARD FENCE
TYPE B
GUARD FENCE
TYPE B
GUARD FENCE
TYPE B
GUARD FENCE
DIRECTION OF FLOW
12
3
4
5
6
8.40-0.400%
450 x 300 BC
173.864 173.831
3 4
No. L W D INVERT TOP EASTING NORTHING DEG MIN
PIT TYPE PIT DIMENSIONS PIT LEVELS PIT LOCATION FACE BRG REFERENCE REMARKS
F4
F3
F2
F1
E1
E3
E4
E2
0 1 2
21
8.40-1.040%
450 x 300 BC
175.098 175.010
G5
G4
G3
G2
G1
H1
H2
H3
H4
H5
F4 498680.598 5991532.114 EXISTING
F3 498686.336 5991528.146 174.479
F2 498695.546 5991527.615 175.246
F1 498701.192 5991525.180 175.536
E4 498682.809 5991535.614 EXISTING
E3 498686.052 5991533.489 174.309
E2 498691.913 5991534.609 174.986
E1 498692.715 5991540.199 175.443
H5 498720.842 5991563.479 EXISTING
H4 498718.680 5991560.075 176.644
H3 498713.435 5991554.052 176.509
H2 498706.926 5991549.085 176.378
H1 498705.243 5991542.258 176.181
G5 498717.797 5991565.204 EXISTING
G4 498714.241 5991560.026 176.881
G3 498710.069 5991555.724 176.555
G2 498704.999 5991552.009 176.333
G1 498698.207 5991553.561 176.091
POINT EASTING NORTHING RL
5 991 450 N
REFER TO STRUCTURAL DRAWINGS
FOR BRIDGE DETAILS
B2
LEGEND FOR SUBSURFACE DRAINAGE
FLUSHOUT RISER PIT TYPE S1 OUTLET
PAVEMENT DRAIN
PIPE UNLESS OTHERWISE SPECIFIED
ALL DRAINS ARE 100 DIA CLASS 1000 CORRUGATED
ROCK BEACHING
6 EW 173.085 498710.352 5991490.656 145 09 SD1971C TYPE 2
5 SEP 1000 750 1.477 174.401 175.878 498714.795 5991493.749 145 09 SD1301C
4 EW 173.831 498688.380 5991525.942 88 17 SD1971C TYPE 3
3 EW 173.864 498688.128 5991534.338 88 17 SD1971C TYPE 3
2 EW 175.010 498711.175 5991549.178 39 49 SD1971C TYPE 2
1 EW 175.098 498704.724 5991554.558 39 49 SD1991A
5 6
173.085
174.564
5.611-27.311%375 (2)
2. FOR PAVEMENT DETAILS REFER TO SPECIFICATION
1. SURVEY DATUMS: LEVELS = AHD, GRID = MGA ZONE 55
40R40R
E 498715.17
3
N 59914
94.12
8
GU
AR
D FE
NCE
E 498719.6
19
N 59914
85.8
46
GU
AR
D FE
NCE
E 498712.113
N 59914
99.2
89
GU
AR
D FE
NCE
3
2
Alignment Plans
36.5
R
36.5
R
36.5
R
40R
40R
40R
5R
5R
5R
5R 5R
15R
15R
15R
GUARD FENCETERMINAL
E498706.13
2
N 59915
11.351
POIN
T
OF
NEE
D
NEED
POINT O
F
5R
TER
MIN
AL
GUARD FENCE
EXISTING PIPE
REMOVE
REGIONAL DESIGN CENTRALYACKANDANDAH CREEK BRIDGE
CH 14580 - CH 14760
03/04/13
RS&T
14
V.ROADS
1595
10/04/13
269692
BEACHING TYPE 1 UNLESS OTHERWISE SPECIFIED
WOODEND SECTION
WOODEND SOUTH INTERCHANGE TO WOODEND NORTH INTERCHANGE
156044-dc--ap-01.dgn 269666
PROJECT DESIGN
Alignment Plans
ALIGNMENT PLAN
CALDER HWY/FWY
1524
RS&T
CH 68600 - CH 6898001/06/11
V.ROADS
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNINGLEGEND FOR SUBSURFACE DRAINAGE
FLUSHOUT RISER PIT TYPE S1 OUTLET
PLASTIC PIPE UNLESS OTHERWISE SPECIFIED
ALL PAVEMENT DRAINS ARE 100 DIA CLASS 1000
CORRUGATED PIPE
SMOOTH PIPES S
5 862 200
N
5 862 200
N
5 862 300
N
5 862 300
N
5 862 400
N
5 862 400
N
5 862 500
N
5 862 500
N
282 800 E
282 800 E
282 900 E
282 900 E
283 000 E
283 000 E
0 10 20
CALDER FREEWAY DESIGN LINE
369
366 367
368
372
373
374
375
376
377
383
TO BENDIGO
IL 564.88
CH 68945 IL 564.810.5%
IL 564.26
IL 563.86
TO MELBOURNE
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:48:0
6 P
M
Default
6044-dc--ap-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
375
CATCH DRAIN - TYPE A
CATCH DRAIN - TYPE A
SM2
SM2SM2
SM2
ROW BOUNDARY SP 19522
ROW BOUNDARY SP 19522
3.2
8.0
3.2
6.0
TABLE DRAIN INVERT UNLESS OTHERWISE SPECIFIED
4. SUBSURFACE DRAIN OUTLETS 200mm MINIMUM ABOVE TOE OF BATTER OR
3. RRJ DENOTES RUBBER RING JOINTS
2. ALL PIPES ARE RC CLASS 2 UNLESS OTHERWISE SPECIFIED
CLASS, TYPE ( IF NOT RCP)
1. PIPE/CULVERT LABELS DENOTE - NO. OF CELLS, SIZE (DIA/WxH),
68700
68800
68600
68980
FENCE TYPE H
FENCE TYPE H
68900
L
A
A
A
A
B
BB
B
B
B B
BB
B
B
BB
B
B
B
B
BB
B
B
B
BB
B
B
B
B
B
B
BB
BB
BB
BB
BB
B
B
BB
B
B
BB
Bq
qA
AA
A
q
B
B
B
BB
BB
BB
BB
BB
BB
BB
BB
BB
B
B
BB
B B
BB
BB
BB
BB
BB
BB
BB
B
B
BB
BB
BB
BB
BB
B B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
B B
BB
BB
B
B
B
B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
B B
BB
B B
BB
B B
B
B
B B
BB
B B
BB
B B
BB
B B
BB
BB
BBBB
BB
BB
BB
BB
BB
BB
BB
BB
B B
BB
BB
BB
B B
BB
BB
B B
BB
BB
BB
B B
B B
BB
BB
B B
BB
BB
BB
BB
BB
B B
BB
BB
BB
B
B
BB
BB
BB
BB
BB
B B
BB
BB
BB
B B
BB
BB
BB
BB
B B
B B
BB
B B
BB
B B
BB
BB
BB
BB
BB
B
B
BB
BB
B
B
BB
BB
BB
BB
BB
B B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
B B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BBB
B
BB
BBB
B
BB
BB
BB
B B
BB
BB
BB
BB
BB
BB
BBB
B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
B B
B B
BB
BB
BB
BB
BB
BB
BB
BB
B
B
B
B
B B
BB
B
L
q
B
B
B B
B
B
B B
BB
Bq
q
B
B
B
BB
B
B
B
B
BB
BB
BBB
B
BB
BB
BBBB
BB
BB
B
B
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BB
BA
A
B
BB
B
B
B
B
BB
BB
BB
B B
BB
BB
B B
B B
BB
BB
B B
B BB
A
q
B
AA
450525 RRJ
375 (3)
375 (3)
375 (3)
900 (3)
900 (3)
450 900 (4)
900 (3)
CATCH DRAIN - TYPE A
XX
0.4%
562.50
56
2.50
565.0
0
565.0
0
565.0
0
565.00
565.00
56
5.00
565.00
567.5
0
567.50
567.50
567.50
567.5
0
567.50
567.50
1 2
450 x 300BC
165.0
0
165.50
166.00
166.50 168.00
169.00 169.50170.00
170.50
170.50
170.50
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:49:13 P
M
Default
7009-dc--ap-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
58800
58900
59000
5910
0
58750
59115
0 10 20
900 N
1 000 N
1 000 N
1 100 N
1 100 N
900 E
900 E
1 000 E
1 100 E
1 100 E
1 200 E
1 200 E
B
REMOVE EXISTING TREE
1
2
PIT TYPE PIT DIMENSIONS PIT LEVELS PIT LOCATION FACE BRG REFERENCE
No. L W D INVERT TOP EASTING NORTHING DEG MIN
DIRECTION OF FLOW
550 R
45 R
0 2 4
14.6400.987%
166.381 166.525
ENIL NGISED YAWHGIH DNALDIM
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
REGIONAL DESIGN CENTRAL
02/05/11
01/06/11
V.ROADS
RS&T
Alignment Plans
7009-dc--ap-01.dgn
MIDLAND HWY
ALIGNMENT PLAN
269667161001
CH 58750 - CH 59115
CAMPASPE SHIRE
58.6 TO 59.6 KM - CURVE REALIGNMENT
TYPE ( IF NOT RCP)
2. PIPE/CULVERT LABELS DENOTE NO. OF CELLS, SIZE (DIA/WxH), CLASS,
1. SURVEY DATUMS: LEVELS - AHD, GRID - LOCAL
1 EW - - - 166.381 - 1033.867 991.649 299 37 SD 1971
2 EW - - - 166.525 - 1041.103 1004.376 299 37 SD 1971
187
450 x 300 BC
BB164.00
Z
F
F
164.50
q
BBBB
165.0
0
BBBB
BBBB
BB
BBBB
BBBB BB
165.50
BBBB
BB
BBBB
BBBB
BBBBBBBB
BBBB
BB
BBBBBB
BBBB
BB
BBBB
BBBB
BBBBBB
BB
BBBB
BB
166.00
BBBBBBBB
BBBB
BBBB
BBBBBB
BBBB
BBBB
BB
BB
BB
BB
BB
BB
BB
166.50
L
BBBB
BBBB
BB
BB
BB
167.00
167.00
BBB
ENIL NGIS
ED D
AOR
ER
OM
LE
DL
O
100
D
167.50
167.50
167.50
167.50
BB
D
BBBB
BB
168.00
168.00
168.00
Z
BB
F
BBBB
168.50
168.50
168.50
168.50
168.50
BB
BB
L
BB
169.00
169.00
169.00
169.00
BB
F
BBZ
BB
169.50
169.50
169.50
169.5
0
BB
BB
E
F
BB
Z
BBBB
170.00
170.00
170.00
170.0
0
BB
BB
BB
170.5
0
170.50
R BB BBBB
171.00
171.00
171.50
RCP�300
mm
OPTUS OPTIC FIBRE
MOUNT VIEW
DR
Z
BB
f
BBBBL
G
%
BB BBBB
F
d
B
B
f
G
h
Z
f
BBBBF
U
BB
Z
GD
BB
G
U
##
A
BB
B
##
#
F
#
E
##
BBB
B
BU
G
F
q
F
B
B
U
BB
B
B
j
BBB
BBBBB
BBBB
%h
I%V
375�
RCP
300�RCP
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
1/07/2013
7:4
6:3
2
AM
Default
7009-pd-a-ap-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
10 20
PRINCES HIGHWAY EAST
TO MELBOURNE
TO SALE
REID
DRIV
E
D
20910
0
209200
LIMIT OF WORKS
326200
326300
326400
CT 209221.9
43
209300
209400
170
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
5 782 60
0 N
5 782 60
0 N
5 782 70
0 N
5 782 70
0 N
501 8
00 E
501 9
00 E
501 9
00 E
502 000 E
502 000 E
502 10
0 E
502 10
0 E
ROW BOUNDARY
ROW BOUNDARY
MOUNTABLE CONCRETE APRON
RS&T
PROJECT DESIGN
V.ROADS
01/06/11
ALIGNMENT PLAN
Alignment Plans
2696687009-pd-a-ap-01.dgn
PRINCES HWY EAST DUPLICATION - WURRUK SECTION
EXAMPLE D&C CONCEPT PLAN
PRINCES HWY/FWY (EAST)
ROW BOUNDARY
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:55:4
4 P
M
Default
6004-pd-a-adl-
01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
eXBT
TI
BB
B
B B
B
U
BX B
T
M
I
B
B
M
M
gf
B
d
XX
D
B
!
!
!M BM
!
f
B
E
B
!!M D
!
!
T
X
B
X
T
B
f
!
M B
!M
I
M
T
X
B BOT
g
B
!
w
E
Q
B
M
X
M
B
II
O
B
B
O
M
M
O
T
OT
B
Q
V
B
O
Q
Q
B B
V
MM
Q
B
O
DM
B
Q
OTw
Q
M
B TO
B
V
B
M
B
U
B
Q
BB
BB
M
M
O
U
M
U
D
V DB
300 dia
300 dia
300 dia
300 dia
300 dia
300 dia
300 dia
300 dia
dia
300
300 dia
225 dia
X X X X X X X
X
X
X
X X X X X
134
116
304
133
303
115
X X X X X X X X
450DIA
375
DIA
375
DIA
375
DIA
114
300
117
375
DIA
118
119
375DIA
351
352
375DIA
375DIA
375
DIA
375
DIA
375DIA
450DIA
375DIA
152.5
153.0 153.0
153.5 153.5
154.0
154.0154.0
154.5
154.5
154.5
154.5
155.0
155.0
155.0
155.5
155.5156.0
156.0
156.0
156.5
X
X
X
XX
152.0
0152.50
153.00
153.00
153.50
153.5
0
153.50153.50
153.50
153.5
0
154.0
0
154.00
154.00
154.00
154.5
0
154.50
154.50155.00
155.0
0
155.00
155.00
155.0
0
155.50155.50
155.50
155.50
155.50
155.50
156.00
156.0
0
156.0
0
156.00
156.00
156.00
156.5
0
5 10
5 833 15
0
N
5 833 200
N
5 833 200
N
5 833 250
N
5 833 250
N
5 833 300
N
5 833 300
N
331 950 E
331 950 E
332 000 E
332 000 E
332 050 E
332 050 E
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
TO WHITTLESEA
TO MELBOURNE
TH
E L
AK
ES
BO
ULE
VA
RD
0
3020
3040
3060
4020
4040
4060
IP 4022.779
IP 4034.161
LIMIT OF WORKS
126850
126900
126950
26850
26900
26950
LEGEND FOR SUBSURFACE DRAINAGE
FLUSHOUT RISER PIT TYPE S1 OUTLET
CORRUGATED PIPE
SMOOTH PIPE
PLASTIC PIPE UNLESS OTHERWISE SPECIFIED
ALL PAVEMENT DRAINS ARE 100 DIA CLASS 1000
CORRUGATED PIPE (NFC)
SMOOTH PIPE (NFC)
NFC - NO FINES CONCRETE FILTER MATERIAL
ENDWALL
REMOVE EXISTING
SIDE ENTRY PITS
REMOVE EXISTING
SERVICE ROADSERVICE ROAD
DOWNSTREAM SIDE ENTRY PIT
SSD TO DISCHARGE INTO EXISTING
TOP OF PIT RL 154.782
TOP OF PIT RL 154.246
TOP OF PIT RL 152.855
DESIGN LEVELS REFER SD1301
DRAINAGE PITS TO SUIT NEW
MODIFY TOPS OF EXISTING
3079.487 4082.5630.5%0.5%
0.5%0.3%
0.5%
0.5%
0.5%
0.5%
IL 154.44
IL 154.35
IL 154.35
IL 153.30
IL 153.31
IL 154.48
IL 155.52
IL 155.900
IL 155.40
0.5
%
0.5%
0.5
%
IL 151.89
IL 151.90
IL 153.58
IL 155.19 IL 155.16 IL 155.10
IL 153.35
IL 155.79
IL 155.95 IL 156.03
IL 155.82
IL 155.07
IL 153.34
IL 151.45
IL 153.72
IL 153.65
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVALD
CH 26810 - CH 26990
DRAINAGE ALIGNMENT PLAN
269669181234
PROJECT DESIGN
V.ROADS
01/06/11
RS&T
Drainage Plans
6004-pd-a-adl-01.dgn
IL 153.24
MAIN ROAD SOUTHBOUND DESIGN LINE
TH
E L
AK
ES
WES
TB
OU
ND
DESIG
N
LIN
E
TH
E L
AK
ES
EA
ST
BO
UN
D
DESIG
N
LIN
E
LIMIT
OF
WO
RKS
LIMIT
OF
WO
RKS
SH
EET 17
SH
EET 19
2. REMOVE REDUNDANT EXISTING PIPES, PITS AND ENDWALLS
269671
1. FOR DRAINAGE LONGITUDINAL SECTIONS REFER DRAWING No’s 269670 &
BB
BBMAIN ROAD NORTHBOUND DESIGN LINE
SHEET 6 OF 7
7. REFER DRAINAGE PLANS FOR EXTENT OF BEACHING
6. BATTERS TO BE LOCALLY MODIFIED TO SUIT ENDWALLS
5. ALL PIPES TO HAVE RUBBER RING JOINTS UNLESS OTHERWISE SPECIFIED
4. ALL PIPES ARE RC CLASS 2 UNLESS OTHERWISE SPECIFIED
3. PIT SCHEDULE SHOWS PIT INVERT LEVELS
PIPE INVERT LEVELS AT INTERNAL PIT WALLS
2. LONGITUDINAL SECTION ALSO INCLUDES SLOPE, LENGTH ALONG SLOPE &
1. PIPE/CULVERT LABELS DENOTE - NO. OF CELLS, SIZE (DIA/WxH)PROJECT DESIGN
DRAINAGE LONGITUDINALS
179 317 316
175 313
156.850157.002
157.102 157.215
157.264157.278
182 321 325322
157.112 157.032
322180
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
0 5 10
0 1 2 269670
V.ROADS
01/06/11
RS&T
Drainage Plans
6004-pd-a-dl-01.dgn 191234ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:56:5
7 P
M
Default
6004-pd-a-dl-
01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
156.182
156.041
156.137
155.088
V = 1.35m/s
Q10 = 0.01m3/s
32.413m
3.012%
375 DIA. RC
V = 1.09m/s
Q10 = 0.01m3/s
3.502m
1.629%
375 DIA. RC
154.460
154.440
V = 0.82m/s
Q10 = 0.01m3/s
3.576m
0.712%
375 DIA. RC
V = 0.67m/s
Q10 = 0.01m3/s
3.500m
0.500%
375 DIA. RC
V = 0.58m/s
Q10 = 0.01m3/s
34.684m
0.333%
375 DIA. RC
V = 0.82m/s
Q10 = 0.03m3/s
46.633m
0.333%
375 DIA. RC
V = 0.66m/s
Q10 = 0.01m3/s
18.906m
0.443%
CLASS 3
375 DIA. RC
V = 0.69m/s
Q10 = 0.01m3/s
18.120m
0.500%
CLASS 3
375 DIA. RC
V = 0.85m/s
Q10 = 0.02m3/s
3.500m
0.700%
375 DIA. RC
157.102
157.121
181 322
157.040156.900
V = 0.89m/s
Q10 = 0.01m3/s
14.712m
1.000%
CLASS 3
375 DIA. RC
325188
156.950
157.037
187 325
SETOUT POINT
DEP
TH
OF PIT
TYPICAL CROSS SECTION
NOT TO SCALE
INLET PIPE INVERT LEVEL
OUTLET PIPE INVERT LEVELPIT INVERT LEVEL
TO PIPE INVERT
CONCRETE SHAPED
PIT S
HA
FT
CE
NT
RE
OF
xxxxxx
xxxxx
(REFER BELOW)
T
207. REFER DRAINAGE PLANS FOR EXTENT OF BEACHING
6. BATTERS TO BE LOCALLY MODIFIED TO SUIT ENDWALLS
5. ALL PIPES TO HAVE RUBBER RING JOINTS UNLESS OTHERWISE SPECIFIED
4. ALL PIPES ARE RC CLASS 2 UNLESS OTHERWISE SPECIFIED
3. PIT SCHEDULE SHOWS PIT INVERT LEVELS
PIPE INVERT LEVELS AT INTERNAL PIT WALLS
2. LONGITUDINAL SECTION ALSO INCLUDES SLOPE, LENGTH ALONG SLOPE &
1. PIPE/CULVERT LABELS DENOTE - NO. OF CELLS, SIZE (DIA/WxH)
SECTIONS IS MEASURED BETWEEN THE INTERNAL WALLS OF PIT SHAFTS
THE LENGTH OF PIPE NOTED ON THE DRAINAGE LONGITUDINAL
ALL OTHER DIMENSIONS HAVE BEEN ADOPTED AS PER SD1002
WHERE T = 60mm OR THICKNESS OF PIPE WHICHEVER IS GREATER
PIT INVERT LEVEL = INVERT LEVEL OF OUTLET PIPE - T
CENTRE OF THE PIT SHAFT AS NOTED ON SD1002
AT THE INTERNAL WALLS OF THE PIT - NOT PROJECTED TO THE
PLEASE NOTE THAT PIPE INVERT LEVELS HAVE BEEN PROVIDED
PIT SCHEDULE
SHEET 1 OF 2
NOT TO SCALE
PROJECT DESIGN
269671
MAIN RD
GORONS ROAD TO RIVERDALE BOULDEVARD
V.ROADS
01/06/11
RS&T
Drainage Plans
6004-pd-a-dl-02.dgn 1234ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
1:57:4
6 P
M
Default
6004-pd-a-dl-
02.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
113.267 113.010
2 13
450 X 300 BC 14.984 12.788
10 129
113.224 113.144 113.093 113.204
-0.400% -0.400%
-0.400%
5.113
11
600 (3) 600 (3)450 x 300 BC
5.266
15 4
-0.400%
450 X 300 BC
4.915
113.410 113.390
14 3
-0.400%
113.538 113.517
GAS PIPE
WATER PIPE
GAS PIPE
WATER PIPE
6224-dc--dl-01.dgn
REGIONAL DESIGN CENTRAL
0 5 10
0 1 2
03/04/13
21 602038
5.217
46.41129.988
29.7676.844
28.186
14.323
1 3 4 6 7 8
113.602
113.542
113.733
0.914%375 (3)
113.284 113.224
0.914%375 (3)
113.162
112.9340.914%375 (3)
112.815 112.755
0.400%525 (3)
112.635
112.535
0.400%525 (3)
0.401%525 (3)
112.349 112.289
112.268
0.403%525 (3)
No. L W D INVERT TOP EASTING NORTHING DEG MIN
PIT TYPE PIT DIMENSIONS PIT LEVELS PIT LOCATION FACE BRG REFERENCE REMARKS
2 5
5. LONGITUDINAL SECTIONS SHOW PIPE INVERT LEVELS. PIT SCHEDULE SHOWS PIT I.L.’s
REFER SD1002B.
4. PIPE INVERT LEVELS, LENGTHS & SLOPES GIVEN TO CENTRE OF PIT SHAFT.
3. LONGITUDINAL SECTION ALSO INCLUDES SLOPE, LENGTH ALONG SLOPE & INVERT LEVELS
TYPE ( IF NOT RCP)
2. PIPE/CULVERT LABELS DENOTE NO. OF CELLS, SIZE (DIA/WxH), CLASS,
1. SURVEY DATUMS: LEVELS - AHD, GRID - AMG ZONE 55
15 GP 1000 750 755 113.470 114.225 358893.430 5971791.989 197° 59’ SD1411F
14 GP 1000 750 755 113.341 114.096 358864.806 5971800.980 197° 59’ SD1411F
13 SEP 1000 750 1286 113.258 114.544 358816.631 5971801.269 108° 11’ SD1301C
1000B 805B
12 JP 1000 750 1668 112.619 114.287 358690.269 5971820.039 105° 06’ SD1121C
11 JP 1000 750 1410 113.075 114.485 358694.824 5971831.994 111° 06’ SD1121C
10 SEP 1000 750 964 113.135 114.099 358700.220 5971845.973 111° 06’ SD1301C
9 GP 1000 750 622 113.156 113.778 358702.060 5971850.743 197° 59’ SD1411F
8 SEP 1000 750 1060 113.661 114.721 358965.218 5971758.736 248° 13’ SD1301C
7 GP 1000 750 949 113.471 114.420 358952.317 5971764.966 272° 14’ SD1411F
6 GP 1000 750 1242 113.152 114.394 358926.917 5971777.206 198° 02’ SD1411F
5 JP 1000 750 1671 112.872 114.543 358920.082 5971777.712 108° 07’ SD1131C
4 JP 1000 750 1752 112.692 114.444 358891.781 5971786.972 108° 07’ SD1131C
3 JP 1000 750 1871 112.473 114.344 358863.271 5971796.301 108° 07’ SD1131C
1000B 2235B
2 SEP 1000 750 2033 112.229 114.262 358819.556 5971812.183 108° 11’ SD1301C
1 JP EXISTING SD1121C MODIFY TOP EXISTING JP TO SUIT NEW KERB AND CHANNEL LEVEL
Drainage Plans
BENALLA RURAL CITY
BELMORE RDBENALLA-WINTON RD TO GRETA ST
DRAINAGE LONGITUDINALRS&T
10/04/13
V.ROADS
1777ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
17/05/2013
8:5
2:2
7
AM
Default
6224-dc--dl-
01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
9.7992.624%375 (3)
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
1/07/2013
7:5
5:0
4
AM
Default
6004-pd-a-ptl-
01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
eXBT
TI
BB
B
B B
B
U
BX B
T
M
I
B
B
M
M
gf
B
d
XX
D
B
!
!
!M BM
!
f
B
E
B
!!M D
!
!
T
X
B
X
T
B
f
!
M B
!M
I
M
T
X
B BOT
g
B
!
w
E
Q
B
M
X
M
B
II
O
B
B
O
M
M
O
T
OT
B
Q
V
B
O
Q
Q
B B
V
MM
Q
B
O
DM
B
Q
OTw
Q
M
B TO
B
V
B
M
B
U
B
Q
BB
BB
M
M
O
U
M
U
D
V DB
SA
MPLE DATASET ONLY
5 10
5 833 15
0
N
5 833 200
N
5 833 200
N
5 833 250
N
5 833 300
N
5 833 300
N
331 950 E
331 950 E
332 000 E
332 000 E
332 050 E
332 050 E
TH
E L
AK
ES
BO
ULE
VA
RD
0
3020
3040
3060
4020
4040
4060
SH
EET 21
SH
EET 23
PAVEMENT TYPE LIMITS
126850
126900
126950
26850
26950
26900
LIMIT
OF
WO
RKS
SERVICE ROAD SERVICE ROAD
1234
PROJECT DESIGN
1/06/11
V.ROADSOR WITHIN 300mm OF CENTRE OF TRAFFIC LANE (REFER SPECIFICATION)
2. JOINTS TO BE LOCATED WITHIN 300mm OF TRAFFIC LANE LINES
1. REDUNDANT PAVEMENT TO BE REMOVED IN ACCORDANCE WITH SPECIFICATION
5 833 250
N
PAVEMENT TO BE REMOVED
EXISTING PAVEMENT
PAVEMENT TYPE 8: CONCRETE PATH
PAVEMENT TYPE 7: CONCRETE PAVEMENT
PAVEMENT TYPE 6: THIN ASPHALT OVERLAY
PAVEMENT TYPE 5: DEEP STRENGTH ASPHALT (SS/SF)
PAVEMENT TYPE 4: THICK ASPHALT OVERLAY (SI)
PAVEMENT TYPE 3: DEEP STRENGTH ASPHALT (SI)
PAVEMENT TYPE 2: GRANULAR RESHEET
PAVEMENT TYPE 1: GRANULAR PAVEMENT/WIDENING
4082.5633079.487
MAIN ROAD NORTHBOUND DESIGN LINE
MAIN ROAD SOUTHBOUND DESIGN LINE
TH
E L
AK
ES
EA
ST
BO
UN
D
DESIG
N
LIN
E
TH
E L
AK
ES
WES
TB
OU
ND
DESIG
N
LIN
E
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
RS&T
CH 26810 - CH 26990
LIMIT OF WORKS
LIMIT
OF
WO
RKS
226004-pd-a-ptl-01.dgn
08/06/11
269690Pavement Type Limit Plans
BB
BB
B
B
B
B
BB
B
B
B
B
B
B
B
B
e
B
BB
BB
BB
BB
B
B
B
Z
B
B
B
B
B
B
B
B
d
B
B
B
BB
B
B
B
f
B
B
XX
B
B
B
B
B
BB
BB
B
B
BB
B
B
B
B
B
B
BB
BB
B
B
BB
BB
BB
BB
BB
B
B
B
B
B
B
B
B
B
B
B
BB B
BB
BB
B B
B
B
B
B
BB
B
B
B
B
B
B
B
G
B
BB
B
F
B
B
F
X
B
B
X
F
Q
F
N
D GD B
BB
B
B
B
F
F
B
BBB
B
B
B
BB
BBB
B
B
BB
B
B
Zq
B
BB
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:0
3:5
0 P
M
Default
6444-dc--ptl-
01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
6444-dc--ptl-01.dgn
14580
14600
14700
14760
KIEWA VALLEY HIGHWAY DESIGN LINE
YA
CK
AN
DA
ND
AH
CREEK
0 5 10
D
0 1 2
5 991 450 N
RS&T
23
V.ROADS
1595
10/04/13
269693
PAVEMENT TYPE LIMITS
Pavement Type Limit Plans
5 991 400 N
5 991 450 N
5 991 450 N
5 991 500 N
5 991 500 N
5 991 550 N
5 991 550 N
498 650 E
498 700 E
498 700 E
498 750 E
498 750 E
498 800 E
KIEWA VALLEY HWY
WODONGA RURAL CITY
YACKANDANDAH CREEK BRIDGEREGIONAL DESIGN CENTRAL
03/04/13
CH 14580 - CH 14760
PAVEMENT TO BE REMOVED
EXISTING PAVEMENT
NEW PAVEMENT TYPE 2
NEW PAVEMENT TYPE 1
U1U2
U3 U4
R11
L10
IP 4011.472
IP 4022.779
4082.5633079.487
SM3
REFER INSET
100R
10R
SURFACE INDICATORS REFER AS/NZS 1428.4 & RDN 06-05 & RDN 06-06
4. PRAM CROSSINGS AND TRAFFIC ISLANDS TO INCLUDE TACTILE GROUND
3. FOR SURFACE TREATMENT OF ISLANDS REFER PAVEMENT TYPE LIMITS PLANS
2. SETOUT POINTS FOR KERB AND CHANNEL ARE TO LIP
1. SURVEY DATUMS: LEVEL - AHD, GRID - MGA ZONE 55
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
1/07/2013
8:4
5:0
0
AM
Default
6004-pd-a-dp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
4.5
R
5 833 15
0
N
5 833 15
0
N
5 833 200
N
5 833 200
N
5 833 250
N
5 833 250
N
5 833 300
N
5 833 300
N
331 950 E
332 000 E
332 000 E
332 050 E
TO WHITTLESEA
TO MELBOURNE
SM3
0 5 10
KERB TRANSITION
26800
26850
26900
26950
0.6R
0.9R
2.3
R
4.9R
0.6R
7.5R
7.5
R
14.2R
SM2SM2
SM3
SM2
SM2
INSET
SM2
SM2
B2
SM2
SM2
SM3
THE LAKES BOULEVARD INTERSECTION
DETAIL PLAN
269673
0.9R
SM3
SM3
10.8R
1.2R
0.6R
SM2
4.5
R
PROJECT DESIGN
4020
4040
4060
3020
3040
3060
IP 4034.161
Detail Plans
KERB AND CHANNEL
MATCH TO EXISTING
KERB AND CHANNEL
MATCH TO EXISTING
RS&T
V.ROADS
01/06/11
GORDONS ROAD TO RIVERDALE BOULEVARD
24
MAIN RD
50R
100R
50R
15R15R
15R
15R
5R
10R
30R
10R
5R
10R
1234
BB
B
B
B
MAIN ROAD SOUTHBOUND DESIGN LINE
LIMIT
OF
WO
RKS
MAIN ROAD NORTHBOUND DESIGN LINE
TH
E L
AK
ES
BO
ULE
VA
RD
LIMIT OF WORKS
LIMIT
OF
WO
RKS
B3
SM3
KERB AND CHANNEL
MATCH TO EXISTING
DESIG
N
LIN
E
TH
E L
AK
ES
WES
TB
OU
ND
KERB AND CHANNEL
MATCH TO EXISTING
6004-pd-a-dp-01.dgn
R10
DESIG
N
LIN
E
TH
E L
AK
ES
EA
ST
BO
UN
D
I
E
eX
TTI
152.0
0
152.50
152.50
152.5
153.00153.00
153.0153.0
U
153.5
0
153.50153.50
153.50
153.5
0
153.5
153.5
153.5
XT
M
M
I
154.0
0
154.00
154.0
R6
R2
R1P7
P3
M6
P1
P2
M1
L5
L7M2
M3
M4
L9
154.0
154.0
154.0
154.0
M gf
d
XX!
!
!
E
E
!
!
!
!
M
M
T
T
X
X
154.5
0
154.5
0
154.5
154.5
154.5
154.5
154.5
154.5
T
T
I
I
T
X
g
L11
X
155.0
0
155.00
155.0
155.0
155.0
155.0
II
O
M
T
Q
XI
V
M
155.5
155.5
155.5
L6
L8
M5
wM
V
M
V5
V6
T5
T6
T7T8
S1S2
S3
S4
S5 S6S7
R8R9
U
156.0
0
156.0
156.0
156.0
UU
V8156.5
U5 U6
U7 U8
V
R7
R5
R4R3
P6
P5P4
R12
V7
300 dia
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:0
5:4
8 P
M
Default
6004-pd-a-sod-02.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
NOT TO SCALE
PROJECT DESIGN MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
SETTING OUT DETAILS
25 269674
V.ROADS
01/06/11
RS&T
Detail Plans
6004-pd-a-sod-02.dgn
THE LAKES BOULEVARD INTERSECTION
1234
156.3495833222.663 332008.575 V8
156.1255833237.127 332009.058 V7
155.9625833239.001 332000.556 V6
156.019 5833233.752 331998.992 V5
U8 332017.485 5833228.921 156.523
U7 332017.318 5833225.936 156.562
U6 332017.245 5833214.111 156.708
U5 332017.162 5833212.619 156.723
U4 332015.844 5833200.215 156.809
U3 332015.613 5833198.739 156.814
U2 332013.403 5833188.139 156.834
U1 332012.631 5833183.218 156.846
154.942 5833291.169 332001.571 T8
155.273 5833276.706 332001.088 T7
155.4365833274.831 332009.591 T6
155.368 5833280.081 332011.154 T5
153.454 5833336.452 331994.921 S8
153.5295833333.985 331994.554 S7
153.902 5833316.117 331992.657 S6
154.2235833304.013 331991.371 S5
154.229 5833303.699 331990.308 S4
154.189 5833305.225 331989.075 S3
153.864 5833312.574 331986.910 S2
153.5395833328.971 331988.664 S1
154.0395833290.470 331979.630 R12
154.084 5833289.810 331980.163 R11
154.137 5833289.592 331982.209 R10
154.083 5833297.544 331986.539 R9
154.082 5833298.170 331986.033 R8
154.103 5833300.258 331985.613 R7
154.1535833300.572 331987.177 R6
154.1995833299.607 331987.957 R5
154.479 5833292.266 331990.123 R4
154.690 5833283.014 331989.140 R3
154.620 5833274.114 331978.254 R2
152.2865833278.188 331935.218 R1
152.0005833270.692 331946.694 P7
154.921 5833267.346 331981.394 P6
155.154 5833261.841 331985.886 P5
155.247 5833256.229 331985.290 P4
155.109 5833251.781 331979.832 P3
153.214 5833254.406 331952.949 P2
152.7635833254.875 331948.026 P1
M6 331947.298 5833248.534 152.568
M5 331967.187 5833246.601 154.263
M4 331972.572 5833243.486 154.626
M3 331973.354 5833242.208 154.639
M2 331974.158 5833237.943 154.515
M1 331972.989 5833227.087 154.428
154.5155833221.614 331977.458 L11
154.548 5833237.020 331979.021 L10
154.567 5833237.637 331978.649 L9
154.602 5833238.631 331977.903 L8
154.879 5833244.008 331976.247 L7
155.010 5833245.282 331977.350 L6
155.566 5833234.848 331983.823 L5
R.L NORTHING EASTINGPOINT
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
2:5
5 P
M
Default
7009-dc--dp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
165.50
166.00
166.50
168.00
169.00
170.50
0 5 10
167.50
167.00
166.50
166.00
POINT EASTING NORTHING RL
B
58900
59000
D3
D2
D1
C3
C2
C1
B3
B2
B1
A3
A2
A1
1029.676 1011.126 167.326
1026.496 1023.217 167.634
1034.245 1033.028 167.702
1024.805 1015.102 167.471
1023.253 1025.763 167.630
1030.275 1033.934 167.515
1016.979 1016.794 167.548
1011.054 1022.235 167.399
1003.012 1022.189 167.112
1017.887 1012.018 167.534
1009.881 1018.409 167.493
999.641 1018.171 167.190
ENIL NGISED YWH DNALDIM
DETAIL PLAN
1. SURVEY DATUMS: LEVELS - AHD, GRID - LOCAL
187
1001 26 269675
MIDLAND HWY58.6 TO 59.6 KM - CURVE REALIGNMENT
CAMPASPE SHIRE
RS&T
Detail Plans
7009-dc--sod-01.dgn
V.ROADS
01/06/11
REGIONAL DESIGN CENTRAL
02/05/11
SETOUT DETAILS
11
R15R
13
R
14
RBB BB
BB BBBBBB
BB
BBBB
B
BBBBBBBB
BBBB
BB
BBBBBB
B
BBBB
BBBB
BBBBBB
BB
BBBB
BB
166.00
BBBBBBBB
BBBB
B
BBBBBB
B
BBBB
BBB
BBBB
BB
BB
166.50
1 000 N
1 000 N
1 050 N
1 050 N
1 100 N
950 E
1 000 E
1 000 E
1 050 E
1 050 E
1 100 E
1 100 E
L
BBBB
BBBB
BB
BB
BB
167.00
167.00
BBB
ENIL NGISE
D DR E
ROMLE D
LO
100
167.20
D
167.50
167.50
167.50
BBD
BBBB
BB
168.00
168.00
168.00
B
F
B
168.50
168.50
168.50
BB
B
BB
169.00
169.00
F
169.50
169.50
A1
A2
A3
B1
B2
B3
C1
170.00
D1
D2
D3
171.00
171.00
171.50
C2
C3
GORDONS ROAD INTERSECTION
0 5 10
0 0.2 0.4
LIP PROFILES C & D
154.0
154.5
155.0155.0
154.0
154.5
155.0155.0
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
153.0
153.5
154.0
154.5154.5
153.0
153.5
154.0
154.5154.5
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
153.0
153.5
154.0
154.5154.5
153.0
153.5
154.0
154.5154.5
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
REDUCED LEVEL
CHAINAGE
REDUCED LEVEL
CHAINAGE
REDUCED LEVEL
CHAINAGE
HP
CH 73.8
08
RL 15
4.3
46
LP
CH 8.124
RL 15
4.3
21
HP
CH 19.0
30
RL 15
4.3
22
LP
CH 67.0
68
RL 15
4.107
LIP PROFILE C
LIP PROFILE D
153.325
LIP PROFILE C (BUS BAY)
HP
CH 23.4
83
RL 15
4.7
67
PROJECT DESIGN
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12
D1 D2 D3 D4 D5 D6 D7 D8
26967627
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
V.ROADS
01/06/11
RS&T
Lip Profiles
6004-pd-a-lip-01.dgn 1234
153.405
37.121
40.000
153.721
50.000
153.899
55.892
60.000
154.018
154.302
70.000
76.090
154.343
154.343
0.000
2.156
154.335
154.321
154.321
7.813
10.000
18.777
154.322
154.321
20.000
21.835
154.316
154.283
30.000
33.462
154.270
154.262
35.026
40.000
154.233
154.174
50.000
60.000
154.120
154.107
65.450
69.185
154.108
154.109
154.110
70.000
71.053
75.287
154.120
154.172
0.000
10.000
11.482
154.334
154.312
154.386
13.087
20.000
154.683
154.743
25.325
27.250
154.700
154.682
30.000
36.030
154.646
154.625
39.929
40.000
154.625
154.612
43.209
153.549
45.000
153.874
55.000
154.162
65.000
154.345
75.000
154.242
5.000
154.468
15.000
154.752
25.000
154.652
35.000
154.325
5.000
154.321
15.000
154.303
25.000
154.263
35.000
154.203
45.000
154.144
55.000
154.108
65.000
154.119
75.000
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
3:3
9 P
M
Default
6004-pd-a-lip-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED SHOWN
2. SET OUT POINTS ARE TO LIP OF KERB & CHANNEL UNLESS OTHERWISE
1. SURVEY DATUMS: LEVELS - AHD, GRID - AMG ZONE 55
0 5 10
0 0.2 0.46004-dc--lip-01.dgn
REGIONAL DESIGN CENTRAL
29/04/11
LIP A, E, F, G, H
LIP PROFILES
MIDLAND HWY (SEC 5)
GREATER SHEPPARTON CITY
114.0
114.5114.5
114.0
114.5114.5
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
E1 E2 E3 E4 E5 E6 E7 E8 E1
REDUCED LEVEL
114.0
114.5114.5
114.0
114.5114.5
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
F1 F2 F5F4 F6 F7 F1F3
REDUCED LEVEL
114.198
114.181
114.134
114.291
12.450
114.216
114.0
114.5
115.0115.0
114.0
114.5
115.0115.0
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
REDUCED LEVEL
G1 G2 G3 G4 G5 G6 G7 G1
114.473
113.5
114.0
114.5
115.0115.0
113.5
114.0
114.5
115.0115.0
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
H1 H3 H5 H7 H8 H9 H10 H12H2 H4 H6 H11
REDUCED LEVEL
114.020
7.100
22.596
114.134
EXI
STI
NG
42.670
114.415
82.663
114.121
EXI
STI
NG
114.290
114.512
16.815
19.202
114.462
29.309
37.788
36.603
114.189
114.198
46.927
114.420
30.000
114.456
114.489
114.448
114.362
114.279
114.239
114.456
CHAINAGE
0.000
5.000
10.000
20.000
25.000
40.000
48.549
114.336
114.368
114.243
114.177
114.134
114.151
114.189
114.336
CHAINAGE
0.000
3.588
10.000
15.000
20.000
21.313
23.813
30.000
32.414
35.393
40.000
41.674
114.357
114.352
114.343
114.266
114.160
114.080
114.048
114.105
114.255
114.313
114.352
CHAINAGE
0.000
1.532
2.615
5.584
10.000
13.934
16.402
20.000
26.192
28.298
29.9998
9.135
114.013
114.030
114.046
114.098
114.173
114.264
114.280
114.334
114.390
114.434
114.467
114.485
114.504
114.520
114.525
114.502
114.489
114.294
114.175
114.093
CHAINAGE
0.000
5.000
10.000
14.199
20.000
25.000
30.000
30.994
35.000
40.000
45.000
50.000
54.346
60.000
65.000
66.513
70.000
70.667
76.190
80.000
85.000
113.5
114.0
114.5114.5
113.5
114.0
114.5114.5
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
A8 A9 A10 A11 A12 A13 A14
9.297
26.515
114.310
114.114
0.000
CHAINAGE
5.000
10.000
15.000
18.581
20.000
25.000
30.000
31.727
35.000
40.000
45.000
50.000
55.000
60.000
65.000
67.870
70.000
74.119
REDUCED LEVEL
114.311
114.302
114.240
114.215
114.031
114.000
113.905
113.931
113.988
114.033
114.035
114.063
114.319
114.276
114.144
113.945
113.904
113.958
114.016
Lip Profiles
01/06/11
LORENCE ST TO DOYLES RD
V.ROADS
RS&T
28 2696771765ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
4:14 P
M
Default
6004-dc--lip-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED SHOWN
2. SET OUT POINTS ARE TO LIP OF KERB & CHANNEL UNLESS OTHERWISE
1. SURVEY DATUMS: LEVELS - AHD, GRID - AMG ZONE 55
CH 26000.0
00
RL 15
0.8
28
CH 26006.0
70
RL 15
0.8
50
0 20 40
0 2 4
GO
RD
ONS
RO
AD (W
ES
T)
0.352%
CH 26000 - CH 26600
29 269678
1/06/11
PROJECT DESIGN
LONGITUDINAL SECTION
1234
V.ROADS
RS&T
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
EXISTING SURFACE
CH 26224.8
75
A D A
CH 26060.3
55
RL 15
1.041
D
CH 2611
4.6
40
RL 15
2.4
11
D
CH 2613
4.2
47
RL 15
2.9
06
A
RL 15
5.193
HP
CH 26290.7
04
RL 15
4.8
80
D
CH 26315.5
04
RL 15
4.8
30
D
CH 26428.9
40
RL 15
4.3
76
LP
CH 26440.9
40
RL 15
4.3
52
A
CH 26465.3
38
RL 15
4.2
31
D
CH 26501.736
RL 15
4.9
68
D
CH 26550.101
RL 15
5.9
48
2.523%
-0.400%
2.027%
L=108.570K=50.000
L=181.256K=62.000
L=72.796K=30.000
L=108.554K=46.000
150
155
160160
150
155
160160
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
HORIZONTAL GEOMETRY
L = 253.084
LC = 331.646
R = 1256.800
L = 449.177
EXISTING SURFACE
150.83
150.85
150.90
150.98
151.06
151.17
151.30
151.47
151.64
151.84
152.06
152.30
152.53
152.77
153.02
153.25
153.46
153.65
153.85
154.10
154.26
154.43
154.69
154.83
154.69
154.63
154.55
154.47
154.43
154.39
154.36
154.34
154.61
154.81
154.69
154.65
154.74
154.67
154.72
154.51
154.46
154.33
154.36
154.27
154.12
154.16
153.41
152.99
153.02
152.94
152.91
153.03
153.56
154.93
155.55
156.16
156.44
156.29
156.49
156.37
156.35
GRADE LINE
150.828
150.865
150.918
150.991
151.084
151.197
151.331
151.484
151.657
151.850
152.063
152.296
152.546
152.798
153.048
153.283
153.502
153.705
153.891
154.062
154.216
154.354
154.477
154.583
154.672
154.746
154.804
154.845
154.870
154.880
154.873
154.850
154.812
154.772
154.732
154.692
154.652
154.612
154.572
154.532
154.492
154.452
154.412
154.372
154.352
154.366
154.413
154.493
154.607
154.753
154.934
155.136
155.338
155.541
155.744
155.946
156.138
156.309
156.457
156.584
156.689
CHAINAGE
26000.000
26010.000
26020.000
26030.000
26040.000
26050.000
26060.000
26070.000
26080.000
26090.000
26100.000
26110.000
26120.000
26130.000
26140.000
26150.000
26160.000
26170.000
26180.000
26190.000
26200.000
26210.000
26220.000
26230.000
26240.000
26250.000
26260.000
26270.000
26280.000
26290.000
26300.000
26310.000
26320.000
26330.000
26340.000
26350.000
26360.000
26370.000
26380.000
26390.000
26400.000
26410.000
26420.000
26430.000
26440.000
26450.000
26460.000
26470.000
26480.000
26490.000
26500.000
26510.000
26520.000
26530.000
26540.000
26550.000
26560.000
26570.000
26580.000
26590.000
26600.000
6004-pd-a-ls-01.dgn
Longitudinal Sections
GRADE LINE
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
4:5
7 P
M
Default
6004-pd-a-ls-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
EXISTING SURFACE
0 5 10
0 0.5 1
325
330330
325
330330
RE
DU
CE
D
LE
VEL
RE
DU
CE
D
LE
VEL
EXISTING SURFACE
328.80
328.99
328.83
328.89
328.76
328.66
328.59
328.61
328.65
328.65
328.63
328.60
328.57
328.56
GRADE LINE
328.797
329.187
329.141
329.033
328.922
328.821
328.743
328.690
328.660
328.651
CHAINAGE
0.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
REGIONAL DESIGN CENTRAL
11/05/11
V.ROADS
01/06/11
RS&T
1237 30 269679
LONGITUDINAL SECTION
MOUNT BULLER RDMANSFIELD - WOODS ROAD INTERSECTION
MANSFIELD SHIRE
MANSFIELD - WOODS ROAD
A
CH 0.0
00
RL 328.7
97
D
CH 8.5
68
RL 329.140
A
CH 11.0
68
RL 329.2
40
HP
CH 12.4
83
RL 329.2
18
D
CH 13.5
68
RL 329.2
12
D
CH 41.423
RL 328.9
03
A
CH 61.608
RL 328.6
79
D
CH 81.793
RL 328.6
59
A
CH 90.0
00
RL 328.6
51
4.004
%-1.109%
-0.100%
L=5.000
K=0.978
L=40.369
K=40.000
6004-dc--ls-01.dgn
Longitudinal Sections
GRADE LINE
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
5:3
0 P
M
Default
6004-dc--ls-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
6:10 P
M
Default
6004-pd-a-cs-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
RO
W RO
W
RO
W
RO
WR
OW
2:1
0.030 0.0304:1
2:1
0.030 0.0304:1
2:1
0.030 0.0303:1
152
154
156
26480152
154
156
152
154
156
26490152
154
156
152
154
156
26500152
154
156
OF -
13.
43
4
RL
15
2.
66
9
OF -
10.
00
0
RL
15
4.
38
6
OF -
8.
80
0
RL
15
4.
44
6
OF -
8.
20
0
RL 1
54.
36
1
OF -
6.
70
0
RL
15
4.
40
6
OF -
3.
20
0
RL 1
54.
51
1
OF -
0.
00
0
RL
15
4.
60
7
OF
0.
60
0
RL 1
54.
74
1
OF
1.
82
0
RL
15
4.
74
5
OF
12.
39
9
RL
15
4.
78
0
OF
13.
58
2
RL 1
54.
78
4
OF
14.
18
2
RL
15
4.
65
0
OF
17.
38
1
RL 1
54.
55
4
OF
20.
88
1
RL
15
4.
44
9
OF
22.
67
9
RL
15
4.
39
6
OF
23.
47
2
RL
15
4.
37
2
OF
24.
07
5
RL
15
4.
45
6
OF
25.
28
1
RL 1
54.
39
4
OF
27.
92
4
RL
15
3.
73
0
OF -
13.
68
0
RL
15
2.
69
3
OF -
10.
00
0
RL
15
4.
53
2
OF -
8.
80
0
RL
15
4.
59
2
OF -
8.
20
0
RL
15
4.
50
7
OF -
6.
70
0
RL
15
4.
55
2
OF -
3.
20
0
RL
15
4.
65
7
OF
0.
00
0
RL
15
4.
75
3
OF
0.
60
0
RL
15
4.
88
7
OF
1.
80
7
RL
15
4.
89
8
OF
12.
38
7
RL
15
4.
98
5
OF
13.
58
2
RL
15
4.
99
6
OF
14.
18
1
RL
15
4.
86
2
OF
17.
38
2
RL
15
4.
76
6
OF
20.
88
1
RL
15
4.
66
1
OF
22.
52
4
RL
15
4.
60
8
OF
23.
12
5
RL
15
4.
69
2
OF
24.
32
9
RL
15
4.
63
0
OF
27.
09
4
RL
15
3.
93
5
OF -
14.
15
4
RL
15
2.
63
6
OF -
10.
00
0
RL
15
4.
71
3
OF -
8.
80
0
RL
15
4.
77
3
OF -
8.
20
0
RL
15
4.
68
8
OF -
6.
70
0
RL
15
4.
73
3
OF -
3.
20
0
RL
15
4.
83
8
OF -
0.
00
0
RL
15
4.9
34
OF
0.
60
0
RL
15
5.
06
8
OF
1.
82
4
RL
15
5.
08
0
OF
12.
40
6
RL
15
5.
19
5
OF
13.
58
5
RL
15
5.
20
7
OF
14.
18
5
RL
15
5.
07
3
OF
17.
38
6
RL
15
4.
97
7
OF
20.
88
6
RL
15
4.
87
2
OF
22.
38
3
RL
15
4.
82
8
OF
22.
98
3
RL
15
4.
91
3
OF
24.
18
3
RL
15
4.
85
3
OF
27.
03
8
RL
15
3.
90
1
269680
PROJECT DESIGN
0 2 4
0 2 4
CROSS SECTIONS01/06/11
1234 31
V.ROADS
RS&T
6004-pd-a-cs-01.dgn
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
CH 26480 - CH 26500
Cross Sections
RO
W
0.030m/m
0.030m/m
0 2 4
104
106
108
110
10140104
106
108
110
104
106
108
110
10150104
106
108
110
106
108
110
10160106
108
110
106
108
110
10170106
108
110
106
108
110
10180106
108
110
106
108
110
112
10190106
108
110
112
OF -8.635
RL 105.892
OF -5.782
RL 106.861
OF -4.581
RL 106.920
OF -3.980
RL 106.835
OF -3.500
RL 106.850
OF -0.000
RL 106.955
OF -8.745
RL 106.021
OF -6.195
RL 106.946
OF -4.994
RL 107.005
OF -4.393
RL 106.920
OF -3.500
RL 106.947
OF 0.000
RL 107.052
OF -9.421
RL 106.044
OF -6.607
RL 107.012
OF -5.406
RL 107.072
OF -4.806
RL 106.986
OF -3.500
RL 107.026
OF 0.000
RL 107.130
OF -10.088
RL 106.071
OF -7.020
RL 107.075
OF -5.819
RL 107.135
OF -5.219
RL 107.050
OF -3.500
RL 107.102
OF -0.000
RL 107.206
OF -10.540
RL 106.155
OF -7.433
RL 107.129
OF -6.232
RL 107.188
OF -5.632
RL 107.103
OF -3.500
RL 107.167
OF 0.000
RL 107.271
OF -11.156
RL 106.137
OF -7.844
RL 107.158
OF -6.643
RL 107.218
OF -6.043
RL 107.133
OF -3.500
RL 107.209
OF 0.000
RL 107.309
2.9:1
2.8:1
2.9:1
3:1
3.2:1
3.3:1
0 2 4
24/02/11REGIONAL DESIGN CENTRAL
RS&T
6004-dc--cs-01.dgn
01/06/11V.ROADS
1459 32 269681
CROSS SECTIONS
CH 10140 - CH 10190
HUME CITY
RIVERS RD WESTBOUND EXIT RAMP
CALDER FWY
Cross SectionsISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
6:3
9 P
M
Default
6004-dc--cs-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
DESIGN
EXISTING
OFFSET
DESIGN
EXISTING
OFFSET
DESIGN
EXISTING
OFFSET
0 2 4
0 1 2
RL221.300
RL222.300
RL223.300
RL221.600
RL222.600
RL223.600
RL221.900
RL222.900
RL223.900
9.55
9.52
222.38
9.28
6.85
6.25
3.00
0.00
-3.00
-4.32
-4.62
-6.70
-7.00
-10.00
-13.00
-14.20
-14.80
-16.50
-16.70
-18.96
-20.81
222.38
222.38
222.47
222.36
222.36
222.50
222.62
222.68
222.68
222.67
223.02
222.69
222.68
222.61
222.56
222.52
222.50
222.88
222.91
222.96
223.09
222.42
222.42
222.96
222.85
222.73
222.67
222.67
222.71
222.80
222.89
222.80
222.64
222.55
222.46
222.52
9.59
9.54
9.30
6.85
6.25
3.00
0.00
-3.00
-5.32
-5.62
-6.70
-7.00
-10.00
-13.00
-14.20
-14.80
-16.50
-16.70
-18.96
-20.81
222.67
222.67
222.67
222.70
222.72
222.67
222.83
222.95
223.04
223.04
223.02
223.01
222.94
222.89
222.87
222.86
223.16
223.17
223.30
223.47
223.18
223.05
223.00
223.00
223.04
223.13
223.22
223.34
223.15
223.03
222.96
222.87
222.78
222.67
222.78
222.83
223.30
9.62
9.56
9.31
6.85
6.25
3.00
0.00
-3.00
-6.00
-6.30
-6.70
-7.00
-10.00
-13.00
-14.20
-14.80
-16.50
-16.70
-18.96
-20.81
223.77
223.66
223.49
223.66
223.50
223.48
223.36
223.18
223.31
223.31
223.19
223.21
223.35
223.26
223.44
223.31
223.53
223.65
223.31
223.32
223.49
223.33
223.36
223.24
223.27
223.12
223.18
223.09
222.98
223.00
222.99
222.98
223.10
222.95
223.15
222.95
222.95
REGIONAL DESIGN CENTRAL
17/01/11
V.ROADS
01/06/11
RS&T
6004-dc--cs-02.dgn 33 269682
CROSS SECTIONS
CH 470 - CH 490
470
480
490
1657
ANDERSON RD TO RIVERVIEW RD
COISH AVE
Cross Sections
7.6%3.1% -3.0% -3.0% -3.0%
3.0% 3.0% -3.0% -3.1% 2.0%
5.5%3.1% -3.0% -3.0% -3.0%
3.0% 3.0% -3.0% -3.1% 2.0%
4.7%3.1% -3.0% -3.0% -3.0%
10.2%3.0% 3.0% -3.0% -3.1% 2.0%
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
7:0
9 P
M
Default
6004-dc--cs-02.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
eXBT
TI
BB
B
B B
B
U
BX B
T
M
I
B
B
M
M
gf
B
d
XX
D
B
!
!
!M BM
!
f
B
E
B
!!M D
!
!
T
X
B
X
T
B
f
!
M B
!M
I
M
T
X
B BOT
g
B
!
w
E
Q
B
M
X
M
B
II
O
B
B
O
M
M
O
T
OT
B
Q
V
B
O
Q
Q
B
B B
V
MM
Q
B
O
DM
B
Q
OTw
Q
M
B TO
B
V
B
M
B
U
B
Q
BB
BB
M
M
O
U
M
U
D
V DB
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
7:5
3 P
M
Default
6004-pd-a-slp-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
26820
26840
26860
26880
26900
26920
26940
26960
26980
126820
126840
126860
126880
126900
126920
126940
126960
126980
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
ROAD
G2-V5-1A
TH
E L
AK
ES
BO
ULE
VA
RD
MAIN
D4-2-1
PROJECT DESIGN
V.ROADS
1/06/11
RS&T
6004-pd-a-slp-01.dgn
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
CH 26810 - CH 26990
34 269683Signs and Pavement Marking Plans 0 5 10
R2-4A
R1-1A
R2-2A(L)
ONE
WAY
R7-1-1CLANE
R7-1-4B
LANE
R2-4A
R2-3B(L)
R2-3B(L)
3.5
3.5
1.8
3.5
1.8
3.5
3.5
3.5
3.53.5
3.43.7
3.5
3.5
1.8
3.3
3.5
3.5
3.5
1.8
SIGNS AND PAVEMENT MARKING PLAN
25R
32R
35.5
R
A1
A6
A2
A3
A4A5
POINT EASTING NORTHING
A6 332010.209 5833274.022
A5 331982.919 5833251.781
A4 331984.455 5833270.148
A3 332010.952 5833247.771
A2 331984.084 5833266.653
A1 332009.572 5833238.327
LINEMARKING SETOUT POINTS
LANES ARE TO BE PROFILED
4. SOLID EDGE LINES BETWEEN BICYCLE LANES AND ADJACENT TRAFFIC
3. EXISTING SIGNS TO BE REMOVED UNLESS NOTED OTHERWISE
OTHERWISE SHOWN
2. ALL DIMENSIONS ARE TO THE LINE OF KERB AND CHANNEL UNLESS
TRAFFIC ENGINEERING MANUAL VOLUME 2
1. ALL SIGNS AND LINEMARKING TO BE PLACED IN ACCORDANCE WITH VICROADS
(DRAWING No.124265)
Main
1641
SH
EET 33
SH
EET 35
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
8:3
0 P
M
Default
6004-trd-a-sfd-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
147 696 147
216 559 215
990
248 494 248
45 100 700 100 45
45
Series
140 E Mod/
105 L.C.
LEGENDDimensions
Dimensions from left edge of sign
Dimensions to left Extremity
of Letters
216
140 E Mod/
105 L.C.
147
y
t
n
e
l
P
696
584
485
356
223
154
0
140 E Mod/
105 L.C.
248
7
2
7
C
d
a
o
R
559
298
148
0
494
406
274
151
0
- Sign to be manufactured in accordance with VICROADS Spec 860.
- Background - RETROREFLECTIVE STD GREEN CL.1
- Legend, arrow and border - RETROREFLECTIVE WHITE CL.1
- Route Number - RETROREFLECTIVE YELLOW CL.1
- For VicRoads branding details refer to S-V220
- All Dimensions are in millimetres
NOTES: (As applicable)
N.T.S.
(REFER ABOVE)
01/06/11
1921
18/05/11
G2-V5-1A
TRAFFIC TEAM
269685
DUNCANS ROAD TO RIVERSIDE BOULEVARD
V.ROADS
RS&T
Sign Face Design
6004-trd-a-sfd-01.dgn
R105
140
90
140
90
R150
E3/700 DE
45
90
220
90
1180
140
90
35
PLENTY RD
SURFACE AREA OF SIGN (sq m) : 1.17.
OVERALL SIZE OF SIGN (mm) : 990 x 1180
ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.
DESIGNED
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA, 3124
CAMBERWELL,
3 PROSPECT HILL ROAD,
HOR
VER
SCALE OF METRES
4/04/2013
2:2
9:0
2 P
M
Default
269686.d
gn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
B
B
I
E
eXB
B
TTI
BB
B
B
B
ll lT
ll
B
B
U
X
IBX BT
M
a
I
B
B
M
M
gf
B
d
XX
B
!
!
!M BM
!
f
B
E
B
!!M
!
!
T
X
B
X
T
B
f
!
M
B
!
M
I
M
T
X
B B
OT
g
B
!
w
E
Q
B
M
X
M
B
II
O
B
B
O
M
M
O
T
OT
B
Q
V
B
V
X
O
Q
Q
BI
B
T
B
X B
V
B
MM
Q
B
O
I
M
B
BT
Q
OT
w
B
Q
M
BX
B
B
B I
TO
B
XXB
V
B
B
B
M
B
U
B
Q
B
B
B
M
V
B
Be
B
B
M
M
O
B
B
U
M
U
fd
B
f
B
V
M M
B
a
dfg
B
VB
V
V
V
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNING
26900
126900
ROAD
26640
26700
26800
126700
126800
5 833 000
N
5 833 10
0
N
5 833 10
0
N
5 833 200
N
5 833 200
N
5 833 300
N
5 833 300
N
331 900 E
331 900 E
332 000 E
332 000 E
332 100 E
5.0
5.0 5.0
5.0
3.0
1.5
1.5 1.5
5 833 000
N
(E) (E)
10 20
3.0
1.5
(E)
250W HPS LUMINAIRE AT 12.5m MOUNTING HEIGHT
150W HPS LUMINAIRE AT 10.0m MOUNTING HEIGHT
EXISTING 250W HPS LUMINAIRE
EXISTING 150W HPS LUMINAIRE
EXISTING 80W MV LUMINAIRE
EXISTING LIGHTING POLE
REMOVE EXISTING
DISTRIBUTION BOX
LEGEND
600mm DIAMETER CABLE PIT
600mm DIAMETER SIGNALS PIT
BRACKET OUTREACH (m)3.0
STREET LIGHTING PLAN
CH 26640 - CH 26990
Street Lighting Plans
TRAFFIC TEAM
269686.dgn
5.0
5.0
5.0
5.0
5.0
5.0
3.0
1.5
1516
17
18
1920
22
23
21
24 25
26
27
28
269686
MAIN
0
MAIN RD
GORDONS ROAD TO RIVERDALE BOULEVARD
RS&T
V.ROADS
01/06/11
36
OF SUPPLY
PROPOSED POINT
AND LUMINAIRE
REMOVE EXISTING POLE
AND LUMINAIRE
REMOVE EXISTING POLE
BOX
DISTRIBUTION
PROPOSED
TO WHITTLESEA
4. DESIGN BASED ON SYLVANIA ROADSTER LUMINAIRES.
AND AS/NZS 1158 & 3000.
FOR STREET LIGHTING DESIGN AND INSTALLATION (TCG 006-2-2010)
3. INSTALLATION TO BE IN ACCORDANCE WITH VICROADS GUIDELINES
2. ALL COMPONENTS ARE TO BE VICROADS TYPE APPROVED.
JUMA = JOINT USE MAST ARM
JUP = JOINT USE POLE
IA = IMPACT ABSORBING
1. ALL POLES ARE TO BE SLIP BASE UNLESS NOTED OTHERWISE
NOTES:
OTHERWISE.
2. EXISTING POLES AND LUMINAIRES TO BE RETAINED UNLESS NOTED
9999-lis--es-01.dgn
SURVEY - 9999-lis--fs-01.dgn,
ROAD LAYOUT - 6004-pd-a-fd-01.dgn
1. BASE INF0RMATION:
JUP
JUMA
JUPJUP
JUP
JUMA
IA
TO MELBOURNE
(UNLESS NOTED OTHERWISE)
100mm DIAMETER UPVC ELECTRICAL CONDUIT
TH
E L
AK
ES B
OU
LE
VA
RD
WIN
GSP
AN A
V
1234
5 10
6290
ISSUE 8088-1 EDRG. No.
N1
N2
E1
W1W2
A
B
BB
B
B
B
B
B
B B B
B
B
B
B
B
B B B B B B
B
BB
B
B
BB
B
B
BB
BB
B B B B
B
BC
C C
CCC
C C C C C
E
F
F
F
F
FF
F
G
2B2B
2B
5.4
INSTALLATION NOTES
Z1 32
CONTROLLER LOCATION
PROPOSED
JUP
EXISTING CENTRELINE
30m TAPER TO MATCH
SHOP
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
TO BE REMOVED
EXISTING TREES
ST
RE
ET
BUS ZONE
(E)
2/100
2/100
2/10
0
2/10
0
2/100
R1-1#1
SIGN SCHEDULE
S
LANTERNS
NS F
OR 42
m
NS FOR 26m
NS F
OR 35
m
PHASING
X
X X
f
fE
YU
X
f
X
X
U
X
U U
D
f
X
U
f
X
U
H
#15 W3-3
JUP
31
R
51R
31R
51R
2/100
1/63
TO BE RELOCATED
EXISTING POLE AND STAY
1/4 P FOR 24m
(PROPOSED)
NS FOR 18m
(PROPOSED)
(PR
OP
OS
ED)
NS F
OR 13
m
(PR
OP
OS
ED)
NS FOR 9m
(PROPOSED)
NS F
OR 18
m
(PR
OP
OS
ED)
(PROPOSED)
(PR
OP
OS
ED)
(E)
NS
(E)
#1
#1(E)
S
*
*RED ARROWS DROPS IN PHASE 1
N3
P1
P3
P2
P4
P5
P6
P7
P8
S3
S2
S1
B B B B
B B
B B B
L
F F
F
G
G
EXISTING CENTRELINE
30m TAPER TO MATCH
TO BE REMOVED
EXISTING PEDESTRIAN CROSSING
U
X
U
X
X
N F F 5
6
S
8
9
7
Z
Z
2
14
3
(E) (E)
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNINGNOTE
LOCATIONS ARE INDICATIVE ONLY
PROPOSED SIGNAL HARDWARE
on site at pre-installation meeting (Hold Point).
conduit pits, conduits, etc. shall be determined
The actual locations of proposed pedestals,
1/100
1/50
0
MAP 811 X2
VICROADS COUNTRY DIRECTORY
MA 5.5x5.5
5.5x5.5
JUMA
JUMA 5.5x5.5
5.5x5.5
JUMA
DRG. No.
CONSULTANTS
ADDRESS
AND
LOGO
NAME,
CONSULTANTS
RS&T
V.ROADS
01/06/11
DESIGN EAST
19/05/11
Traffic Signal Plans
269687.dgn
QUEEN
STREET
GR
AC
E
TRAFFIC SIGNAL PLAN
QUEEN STREET / GRACE STREET
DELATITE CITY
3.01.7
3.8
4.5
3.3
3.3
4.5
3.5
8.4
6.34.7
3.8
6.0
3.33.0
269687
4.5m WITH 250W HPS LUMINAIRE.
(iii) PEDESTAL 4 & 9 TO BE 11m JUP, MOUNTING HEIGHT 12.5m, OUTREACH
3.0m WITH 150W HPS LUMINAIRE.
(ii) PEDESTAL 3 TO BE 8.5m JUMA, MOUNTING HEIGHT 10m, OUTREACH
OUTREACH 4.5m WITH 250W HPS LUMINAIRES.
(i) PEDESTALS 1 & 7 TO BE 11.0m JUMA's, MOUNTING HEIGHT 12.5m,
5. PUBLIC LIGHTING:
GENERAL NOTES CONT.
TO THE INTERSECTION
APPROX. 120m PRIOR
TO BE INSTALLED
#15
TO BE REMOVED
EXISTING TREES
TO THE INTERSECTION
APPROX. 120m PRIOR
TO BE INSTALLED
#15
TO BE REMOVED
EXISTING TREES
CORNER
REFERENCE
EXISTING LUMINAIRE TO BE RETIRED
EXISTING POLE TO BE RELOCATED
OF SUPPLY
PROPOSED POINT
RELOCATED
PITS TO BE
TELSTRA
DISTRIBUTION CABINET
PROPOSED
TELSTRA PIT
1/20 TO RELOCATED
1. PROGRAM CONTROLLER.
(ii) ROAD USER SERVICES - WEST
1. SUPPLY AND INSTALL NEW CONTROLLER.
(i) NORTHERN REGION
C. VICROADS
12. ARRANGE FOR THE REMOVAL 6 No. TREES AS SHOWN AND TRIMMING OF OTHER TREES AS REQUIRED.
11. SUPPLY AND INSTALL PARKING SIGN FACE AT P7.
10. SUPPLY AND INSTALL PARKING SIGN POLE AND FACE AT P3, P4, P5, P6 AND P8.
9. REPLACE PARKING SIGN FACE AT P1 AND P2.
8. INSTALL ROAD SIGNS AS SHOWN AND REMOVE ANY REDUNDANT SIGNS.
7. ARRANGE FOR THE RELOCATION OF THE TELSTRA PITS, NW AND SW CORNERS.
6. ARRANGE FOR THE RELOCATION OF THE POWER DISTRIBUTION POLE , NW CORNER.
(SEE GENERAL NOTE 4)
5. ARRANGE FOR THE INSTALLATION/MODIFICATION OF PUBLIC LIGHTING.
4. INSTALL R.R.P.M.'s AS SHOWN AND REMOVE ANY REDUNDANT MARKERS.
3. LINEMARK AS SHOWN AND REMOVE ANY REDUNDANT MARKINGS.
2. CONSTRUCT 8 DDA COMPLIANT PRAM CROSSINGS AND TGSI's IN ACCORDANCE WITH AS 1428.4.
1. CONSTRUCT ROADWORKS AS SHOWN.
B. CIVIL CONTRACTOR
3. INSTALL AUDIO TACTILE PEDESTRIAN DETECTORS (VARIABLE OUTPUT).
2. SUPPLY AND INSTALL TRAFFIC SIGNAL MAINS SUPPLY/DISTRIBUTION BOX AND CONNECT TO POINT OF SUPPLY.
1. SUPPLY AND INSTALL NEW HARDWARE AS SHOWN USING LED LANTERNS .
A. SIGNAL CONTRACTOR
Notes continued above.
4. LOCAL ROAD - YY STREET (SPEED ZONE 60km/h)
3. DECLARED ROAD - XX HWY. (SPEED ZONE 60km/h)
2. ALL DIMENSIONS ARE TO FACE OF KERB AND CHANNEL
AND SITE INSPECTION 22/11/2022 (A.C & C.G)
1. BASE INFORMATION FROM VICROADS SURVEY NO 13113fsa
APPROACH GRADE +5.2%
APP
RO
AC
H
GR
AD
E -3.5
%
APPROACH GRADE -5.2%
APP
RO
AC
H
GR
AD
E +3.5
%
ISSUEDRAWING NO.SHEET NO.FILE N0. SITE NO.
DESIGNED
ISSUE DATEAPP'D AMENDMENT
HOR
VER
SCALE OF METRES
1/04/2020
10:13:0
6
AM
Default
269687
FILE:
PROJ:
CAT:
APPROVED
GENERAL NOTES
G.W.T.P.
N.R.T.
LEGEND
1/100
(E)
F.H.
N.S.
g h
F.O.
f
Z
S
E
G
W
T
Y
UNDERGROUND ELECTRICITY
UNDERGROUND TELECOMMUNICATIONS
UNDERGROUND SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
UTILITY UNCLASSIFIED
TELECOMMUNICATIONS - PIT, PILLAREXISTING FEATURE
DRAINAGE PIT - SIDE ENTRY, GRATED
FIRE - PLUG, HYDRANT
OVERHEAD SERVICE
PAVEMENT MARKER - RAISED, RAISED REFLECTIVE
CONDUIT WITH NUMBER/DUCT DIAMETER
PIT - CONDUIT, DETECTOR
POLE - TRAMWAY, ELECTRICITY
INTERNALLY ILLUMINATED SIGN - FIBRE OPTIC
NO RIGHT TURN
GIVE WAY TO PEDESTRIANS
NO STOPPING
PEDESTAL - EXISTING, NEW, JOINT USE
3 ASPECT LANTERN - 200mm, 300mm
MAST ARM (OUTREACH AS INDICATED)
PEDESTRIAN PUSH BUTTON & LANTERN
PERMITTED PEDESTRIAN MOVEMENT
STREET LIGHT LANTERN - 250W, 150W
EXISTING STREET LIGHT LANTERN
DETECTOR LOOP - PROPOSED, EXISTING
TRAFFIC SIGNAL CONTROLLER SEWERAGE PIT
STOP VALVES.V.
GAS VALVE
ELECTRICITY SUPPLY PIT VEHICLE GROUP - ACTIVE, PROHIBITED
TGSI - WARNING, DIRECTIONAL
FENCE
2696875 10
6290SUPERSEDES DRG NO.
N1
N2
W1W2
A
B
BB
B
BB B
B
B
B
B
B
B B B B B B
B
B
B
BB
B
B
BB
B
B B B
B
BC
C C
CCC
C C C C C
F
FF
F
2B2B
2B
5.4
Z1
3
2
SHOP
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
ST
RE
ET
BUS ZONE
(E)
2/100
SIGN SCHEDULE
LANTERNS
PHASING
X
X X
f
fE
YU
X
f
X
U
D
f
X
U
f
X
U
#15 W3-3
CORNER
REFERENCE
OF SUPPLY
EXISTING POINT
(E)
NS
S
*
*RED ARROWS DROP IN PHASE 1
N3S3
S2
S1
B B B B
B B
B B B
L
F F U
X
U
X
X
N F F
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNINGNOTE
LOCATIONS ARE INDICATIVE ONLY
PROPOSED SIGNAL HARDWARE
on site at pre-installation meeting (Hold Point).
conduit pits, conduits, etc. shall be determined
The actual locations of proposed pedestals,
XX
TO THE INTERSECTION
APPROX. 120m PRIOR
#15(E)
TO THE INTERSECTION
APPROX. 120m PRIOR
#15(E)
(E) (E)
(E)
(E)
(E)
(E)
N.S.
(E)
1/4 P N.S.
N.S.
N.S.N.S.
N.S.
N.S.
(E)
(E) (E)
(E)
(E)(E)
(E)
(E)
2/100(
E)
1/20(E)
2/100(E)
2/10
0(E)
2/10
0(E)
2/100(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
E
E
JUEP(E)
E
E
E
(E)JUP
E
E
E
2
Z
S
4
7
8
9
Z
S
CONTROLLER
EXISTING
(E)
(E)
(E)
(E)
(E)
(E)
A0
S
S
1
5
4
5
*
REMODEL NOTES
(E)(E)
Z
Z
3
6
1/50
1/63(E)
DISTRIBUTION CABINET
EXISTING
E1 E2
LOOPABANDON
MAP 811 X2
VICROADS COUNTRY DIRECTORY
TRAFFIC SIGNAL PLAN
1/100(
E)
MA(E) 5.5x5.5
5.5x5.5
JUMA(E)
5.5x5.5
JUMA(E)
5.5x5.5
JUMA(E)
QUEEN STREET
GR
AC
E
QUEEN STREET / GRACE STREET
DELATITE CITY
DESIGN EAST
19/05/11
RS&T
Traffic Signal Plans
269688.dgn
A V.R 11/11/11 FULL CONTROL RIGH TURN S TO E
3.8
4.5
3.3
3.3
4.5
3.5
3.33.0
3.8
3.01.7
6.34.7
5.03.03.0
4.5m WITH 250W HPS LUMINAIRE.
(iii) PEDESTALS 4 & 9 ARE 11m JUP's, MOUNTING HEIGHT 12.5m, OUTREACH
3.0m WITH 150W HPS LUMINAIRE.
(ii) PEDESTAL 3 IS A 8.5m JUMA, MOUNTING HEIGHT 10m, OUTREACH
OUTREACH 4.5m WITH 250W HPS LUMINAIRES.
(i) PEDESTALS 1 & 7 ARE 11.0m JUMA's, MOUNTING HEIGHT 12.5m,
5. PUBLIC LIGHTING:
GENERAL NOTES CONT.
V.ROADS 01/06/11
(ORIGINAL SIGNED BY)
Notes continued above.
4. LOCAL ROAD - YY STREET (SPEED ZONE 50km/h)
3. DECLARED ROAD - XX HWY. (SPEED ZONE 60km/h)
2. ALL DIMENSIONS ARE TO FACE OF KERB AND CHANNEL
1. BASE INFORMATION FROM VICROADS SURVEY NO 13113fsa
1. REPROGRAM CONTROLLER FOR THE MODIFIED PHASING.
(ii) ROAD USER SERVICES - WEST
1. SUPPLY AND INSTALL NEW PROM.
(i) NORTHERN REGION
B. VICROADS
6. CONTRACTOR TO SUPPLY ALL ABOVE HARDWARE.
5. RECABLE SITE AS REQUIRED
4. INSTALL DETECTOR LOOPS E1 AND E2 AS SHOWN AND ASSOCIATED FEEDER CABLES.
3. PEDESTAL 5 - REPLACE EXISTING OUTREACH LANTERN WITH 'S' LANTERN AS SHOWN.
2. PEDESTALS 3 AND 6 - REPLACE EXISTING EAST FACING LANTERN WITH 'Z' LANTERN AS SHOWN.
1. PEDESTAL 1 - REPLACE EXISTING SOUTH FACING LANTERN WITH 'S' LANTERN AS SHOWN.
A. SIGNAL CONTRACTOR
APPROACH GRADE +5.2%
APP
RO
AC
H
GR
AD
E -3.5
%
APPROACH GRADE -5.2%
APP
RO
AC
H
GR
AD
E +3.5
%
ISSUEDRAWING NO.SHEET NO.FILE N0. SITE NO.
DESIGNED
ISSUE DATEAPP'D AMENDMENT
HOR
VER
SCALE OF METRES
1/04/2020
11:4
9:5
1 A
M
Default
269688
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
GENERAL NOTES
G.W.T.P.
N.R.T.
LEGEND
1/100
(E)
F.H.
N.S.
g h
F.O.
f
Z
S
E
G
W
T
Y
UNDERGROUND ELECTRICITY
UNDERGROUND TELECOMMUNICATIONS
UNDERGROUND SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
UTILITY UNCLASSIFIED
TELECOMMUNICATIONS - PIT, PILLAREXISTING FEATURE
DRAINAGE PIT - SIDE ENTRY, GRATED
FIRE - PLUG, HYDRANT
OVERHEAD SERVICE
PAVEMENT MARKER - RAISED, RAISED REFLECTIVE
CONDUIT WITH NUMBER/DUCT DIAMETER
PIT - CONDUIT, DETECTOR
POLE - TRAMWAY, ELECTRICITY
INTERNALLY ILLUMINATED SIGN - FIBRE OPTIC
NO RIGHT TURN
GIVE WAY TO PEDESTRIANS
NO STOPPING
PEDESTAL - EXISTING, NEW, JOINT USE
3 ASPECT LANTERN - 200mm, 300mm
MAST ARM (OUTREACH AS INDICATED)
PEDESTRIAN PUSH BUTTON & LANTERN
PERMITTED PEDESTRIAN MOVEMENT
STREET LIGHT LANTERN - 250W, 150W
EXISTING STREET LIGHT LANTERN
DETECTOR LOOP - PROPOSED, EXISTING
TRAFFIC SIGNAL CONTROLLER SEWERAGE PIT
STOP VALVES.V.
GAS VALVE
ELECTRICITY SUPPLY PIT VEHICLE GROUP - ACTIVE, PROHIBITED
TGSI - WARNING, DIRECTIONAL
FENCE
PHONE (03) 9881 8010
VICTORIA, 3151
BURWOOD EAST,
12 LAKESIDE DRIVE,
DESIGN
ROAD AND TRAFFIC
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
WARNINGNOTE
LOCATIONS ARE INDICATIVE ONLY
PROPOSED SIGNAL HARDWARE
on site at pre-installation meeting (Hold Point).
conduit pits, conduits, etc. shall be determined
The actual locations of proposed pedestals,
ISSUE DRG. No.
0
2696892.5 5.0
DDA COMPLIANCE PLAN
8088-2
(1 ROW - 300mm WIDE)
- DIRECTIONAL TGSI’s TACTILE INDICATORS
(4 TILES - 600mm x 600mm)
- CHANGE OF DIRECTION WARNING TGSI’s TACTILE INDICATORS
(2 ROWS - 600mm WIDE)
- DIRECTIONAL TGSI’s TACTILE INDICATORS
(2 ROWS - 600mm WIDE)
- WARNING TGSI’s TACTILE INDICATORS
TGSI SUMMARY
MAP 811 X2
VICROADS COUNTRY DIRECTORY
RESIDENTIAL
SHOP
RESIDENTIALRESIDENTIAL
CONSULTANTS
ADDRESS
AND
LOGO
NAME,
CONSULTANTS
GR
AC
E S
TR
EE
T
QUEEN STREET
RS&T
DDA Plan
6004-de--dda-01.dgn
V.ROADS
01/06/11
DESIGN EAST
19/05/11
B
B
B
B B B
BB B
B
B B
B
BC CC
C C C C C
E
F
F
F
GX
X X
f
fE
Y
X
f
X
X
U
X
U U
D
f
X
U
H
B BB F
G
G
U
F
QUEEN STREET / GRACE STREET
DELATITE CITY
AND INSTALL TGSI’s AS SHOWN.
CONSTRUCT NEW PRAM CROSSINGS
AND INSTALL TGSI’s AS SHOWN.
CONSTRUCT NEW PRAM CROSSINGS
AND INSTALL TGSI’s AS SHOWN.
CONSTRUCT NEW PRAM CROSSINGSAND INSTALL TGSI’s AS SHOWN.
CONSTRUCT NEW PRAM CROSSINGS
CONNECTION CONCRETE WORKS AS SHOWN
4. CONSTRUCT PROPOSED PRAM CROSSING AND FOOTWAY
3. INSTALL TGSI’s IN ACCORDANCE WITH AS 1428.4
REFER TO DWG No 472038
2. FOR DETAILS OF TRAFFIC SIGNAL PLAN WORKS
1. BASE INFORMATION FROM VICROADS SURVEY NO 13113fsa.dgn
6290ISSUE DATEAPP’D AMENDMENT
GENERAL NOTES
A
B
C
D
E
ISSUEDRAWING NO.SHEET NO.FILE N0. SITE NO.
DESIGNED
HOR
VER
SCALE OF METRES
4/04/2013
2:3
0:3
3 P
M
Default
6004-de--dda-01.dgn
FILE:
PROJ:
CAT:
CONSULTING
TECHNICAL
APPROVED
FAX (03) 9881 8900
PHONE (03) 9881 8010
VICTORIA, 3151
BURWOOD EAST,
12 LAKESIDE DRIVE,
TAPER 6:1TAPER 6:1
0 2.5 5.0
HELP PHONE3
TRAFFIC LANE
TRAFFIC LANE
SHOULDER
SHOULDER
VERGE
VERGE
INDENTED HELP PHONE BAY
3.5
2.0
3.0
3.5
0.6
3.04.0
3.0
& SIZE 7 FS
LAYER A SIZE 14 ITPS
CLASS 2 CRUSHED ROCK
LAYER B 300mm
2.0
1.0
ACCESS & STOPPING BAYS SD2091
SEALED AREA
30.010.0 10.0
27.0
HELP PHONE INDENTED BAY
4
MIN
4. ITPS - INITIAL TREATMENT PRIME AND SEAL
3. REFER TO ITS STANDARD DRAWINGS TC2021 TO TC2028
2. CROSS SECTION DIMENSIONS ARE TYPICAL
1. ALL DIMENSIONS ARE IN METRES
ALTERNATIVE 3 - AS DIRECTED BY THE SUPERINTENDENT
ALTERNATIVE 2 - USE PROPOSED SHOULDER MATERIAL FOR NEW CARRIAGEWAY CONSTRUCTION
NOTE: ALTERNATIVE 1 - USE ADJACENT SHOULDER MATERIAL FOR RETROFITTING
DEFAULT PAVEMENT DETAIL
LIMIT OF SEAL LIMIT OF SEAL
DANIEL CASSAR (PRDE) 13-8-12 B
B DC 08/12 GENERAL DETAIL & NOTES
SD2091VIC
RO
ADS
DR
AWIN
G
NO 720263
ISSUE
CONSULTING
TECHNICAL
APPROVED
AMENDMENT
STANDARD DRAWING
REFERENCES AND NOTES:
ISSUE DATEAPP’D
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA 3124
CAMBERWELL
3 PROSPECT HILL ROAD
SD NO.
2.5
0 2.5 5.0
VERGE
SHOULDER (UNSEALED)
TRAFFIC LANE
SHOULDER (SEALED)
1.0
5R
1.5
CURVE SETOUT DIAGRAM
SEALED AREA
KERBS SD2101
TANGENT POINT
CHORD
CHORD1/4
1/4
OR
D
MID
OR
DIN
AT
E
1/4
OR
D
R
F
F
F
F
FFF
F
F
F
4.0 29.00 100 29.33 7.31 1.08 0.81
3.5 27.31 100 27.57 6.88 0.96 0.72
3.0 25.48 100 25.69 6.41 0.83 0.62
2.5 23.50 100 23.66 5.91 0.70 0.53
2.0 21.32 100 21.45 5.35 0.58 0.43
1.5 18.89 100 18.97 4.74 0.45 0.34
1.0 16.07 100 16.13 4.03 0.33 0.24
0.5 12.62 100 12.65 3.16 0.20 0.15
X CHORD ORDINATE ORDINATE
OFFSET DIMENSION RADIUS CHORD QUARTER MID QUARTER
1.0
VERGE
TRAFFIC LANE
SHOULDER
TRAFFIC LANE
VERGE
TANGENT POINT
OFFS
ET
APPROACH CURVE SETTING OUT DETAILS
TABLE 1
TANGENT POINT
TA
BLE 1
REFER
OFFS
ET
DIMENSION X
DIMENSION X
SHOULDER
SH
OU
LD
ER
UNS
EA
LE
D
TA
BLE 1
REFER
BREK MS 001
R
BREK MS 001R
2.0 4.21 5.0 4.80 1.16 0.61 0.47
1.5 3.84 5.0 4.24 1.04 0.47 0.36
1.0 3.36 5.0 3.61 0.89 0.34 0.25
Z CHORD ORDINATE ORDINATE
VERGE DIMENSION RADIUS CHORD QUARTER MID QUARTER
VERGE
SHOULDER
TRAFFIC LANE
3.0
TANGENT POINT
1.0
Z
DIMENSION
Z
DIMENSION
5RBREK MS
BREK MS
MIN
R5 R5TRAFFIC LANE / SHOULDER
VERGE
R5
TANGENT POINT
1.0
Z
DIMENSION
APPROACH & DEPARTURE
SM & CD4 KERB TERMINAL
SD 2102 SM KERB TRANSITION
SD 2001 KERBS
VR SPECIFICATION 703 GENERAL CONCRETE PAVING
AS 3600 CONCRETE STRUCTURES
MANUALLY OR MACHINE PLACED
AS 2876 CONCRETE KERBS AND CHANNELS (GUTTERS)
AS 1379 SPECIFICATION AND SUPPLY OF CONCRETE
2.0 4.00 5.0 4.47 1.09 0.53 0.39
1.5 3.57 5.0 3.87 0.95 0.39 0.29
1.0 3.00 5.0 3.16 0.78 0.26 0.19
Y CHORD ORDINATE ORDINATE
VERGE DIMENSION RADIUS CHORD QUARTER MID QUARTER
VERGE
SHOULDER
TRAFFIC LANE
YDIMENSION
3.0
1.0
TANGENT POINT
1.0
TA
BLE 2
REFER
APPROACH & DEPARTURE CURVE SETTING OUT DETAILS
TABLE 3
TA
BLE 3
REFER
TA
BLE 3
REFER
1.0
VERGE
TA
BLE 3
REFER
CD4 KERB CD4 KERB BREK MS
APPROACH & DEPARTURE CURVE SETTING OUT DETAILS
TABLE 2
TRANSITION5
TRANSITION5
TRANSITION5
TRANSITION5
TRANSITION5
5. PROVIDE TRANSITION IN ACCORDANCE WITH SD 2102
4. DRAINAGE OUTLET TREATMENT NOT SHOWN
REFER TO VICROADS STANDARD SPECIFICATION SECTION 703 FOR REQUIREMENTS OF CONCRETE USED IN KERB EXTRUSION MACHINES
3. CONCRETE SHALL BE NORMAL - CLASS N25 STANDARD STRENGTH GRADE COMPLYING WITH THE REQUIREMENT OF AS1379
2. ALL DIMENSIONS ARE TO THE LIP OF KERB AND CHANNEL
1. ALL DIMENSIONS ARE IN METRES
TRANSITION5
TRANSITION5
EGREV
EGREV
EGREV
EGREV
EGREV
DANIEL CASSAR (PRDE) 13-8-12 SD2101VIC
RO
ADS
DR
AWIN
G
NO 720255
ISSUE
CONSULTING
TECHNICAL
APPROVED
AMENDMENT
STANDARD DRAWING
REFERENCES AND NOTES:
ISSUE DATEAPP’D
FAX (03) 9811 8329
PHONE (03) 9811 8355
VICTORIA 3124
CAMBERWELL
3 PROSPECT HILL ROAD
SD NO.
