0
5
.
8
1
DIA 375
CULVERT UNFINISHED DRAWING 400x200
375 DIA 375 SUBJECT TO FURTHER AMENDMENT
FOR DISCUSSION PURPOSES ONLY 19.00 INFORMATION SHOWN IS CURRENT AS AT
375 DIA
(EXCESS OF 2760kPa) OF (EXCESS DATE : 06 / 09 / 2017 GASNET AUSTRALIA 350mm DIAMETER PIPE DIAMETER 350mm AUSTRALIA GASNET
CONTACT : M80 PROJECT TEAM
SEWER MAIN SEWER
MELBOURNE WATER WATER MELBOURNE
DIA
375
(ABANDONED)
WATER MAIN WATER
CITY WEST WATER WATER WEST CITY
0 5 . 9
1 M80 CONTRACTOR SITE POSSESSION
DIA XXX
375 DIA 375 W
RO
(ABANDONED) WATER MAIN WATER 2 T WATER WEST CITY 0 TEMPORARY LATERAL SHIFT .0 O 0 G TO GENERAL TRAFFIC E E
L 2
R 3 .
O 0
A 0 N 4m EGRESS WIDTH G M P TEMPORARY RELOCATED 2
0
. 5 23.00 0 D RAMP D MERGE FOR
375 DIA 375 SITE ACCESS POINT
GENERAL TRAFFIC
0 0 . 5 2
2 5 . 5 0 23.50
2 6
.
0
0
2
4
. 0
0
2 6 . 5 0
2 4 .
5 0 27.00
2 7 . 5 0 MIN. 80m LONG AND 13m WIDE
28.00 2 9 . 0
RAMP 0
2 E 1
.
0
0
0 DECELERATION ZONE 5
.
8 2 9
. 5 DIA 2
0
525
0 0
5 0 0
. .
5 4
4 .
2
2
375 DIA 375 3
2
2
2 DIA 375 .
5 0
2 KLEMFIX BARRIER
3 DIA 375
. 3
0 DIA 375
375 DIA 375 0.
0 00
2
1 .
5 0
28.50
375 DIA 375
30.50 3
1.00
2
2 DIA 375 . 0
0 3
0.50
2 30.00 5
.
0
2 0
5 150
. m
5
2 A 2 C
0
6 C2E
6 9 SS
. .
375 DIA 375 5 0
. 0 WE 5
0 AV 0 E
2 SITE EGRESS POINT
7
0
.
5
0 .
2
0 9 0
. 3 0 0 DIA 450
TEMPORARY LATERAL 2
8
600 DIA 600 0
. 5
0 0 .
525 DIA 0 3 SHIFT TO GENERAL
375 DIA
SEWER MAIN SEWER
375 DIA 375
MELBOURNE WATER WATER MELBOURNE
SEWER MAIN SEWER
C
CITY WEST WATER WATER WEST CITY I
T
TRAFFIC W
450 DIA 450 Y
R A
T
W
E
E
R
S
T
A M (ABANDONED)
A
WATER MAIN WATER W
I
N WATER WEST CITY A
T
E
M R
375
600 DIA
2 DIA 8 P . 20 70 .
5 DIA 375 0 1 .00 0 3 C 32 28.0 0 31.50 m 0 2 31.0 28.5 8.50 30.50 0 E 29 30.00 G .00 29.50 R
28.00 E
0 S
2 5
.50 4.5 . 0 9
450 DIA 450 27 2 S 4 2 2 .00 450 DIA 3 525 DIA 525 .50 ME 0 0 R 450 DIA 450 7.0 450 2 5
DIA 26.50 . G
450 DIA 450
00 0
26. 7 5
. E
2
5.50 5
2
2 2 6 450 DIA 450
.
25.00 0
0
525 DIA 525
600 DIA 600
375 DIA 375
0
5
.
9
2 0
A 0 .
7 525 DIA 525 2
DIA 600 29 P .00
M DIA 300 375 DIA 375
2 0 A 3. 0 00 5 0. . 05 23 5 R .5 DIA 525 2 02 0 23.00 .2 525 DIA 525 8 .0 0 0 6 5 22.50 .2
60 0 2
2 .2 2 5
. 7
0 .
0 2 0 2 0
4
.
0
0
2 4
2
.
5 7 0 K . 5 0 P TEMPORARY LATERAL 0 .5 7 M 2 L
SHIFT TO GENERAL 28
.50
2
8 A . 0
0 R P 0 5 TRAFFIC DIA
0 . 0
DIA 100
M C 450
4 0 I
T 5
. W
2 0 Y .
A
4 5
1
. T
2 W
E
3 E
A R
2 S
2
T
M
A
450 W
I
N
A R T
DIA
E
R
0
0 .
9
2
(EXCESS OF 2760kPa) OF (EXCESS
GASNET AUSTRALIA 350mm DIAMETER PIPE DIAMETER 350mm AUSTRALIA GASNET SEWER MAIN SEWER B WATER MELBOURNE 0 2 .5 6 0 .5 P 2 0 M A DIA 450 R
0 .0 1 2
0
5 LEGEND . RAMP DESIGNATIONS:
1 2 F
P M TEMPORARY CONCRETE BARRIER RAMP A: WEST GATE FREEWAY TO M80 A DIA W PERMANENT CONCRETE BARRIER
1200 RAMP B: M80 TO WEST GATE FREEWAY R O 0 5 . R 9 BRIDGE BARRIER 1 RAMP C: M80 TO PRINCES FREEWAY
RETAINING WALL RAMP D: PRINCES FREEWAY TO M80
2
2
. 5 0 SEPARABLE PORTION BOUNDARY 2 RAMP E: WESTERN DISTRIBUTOR TO M80 0
3 0 S . .
0 7 0 2 E C POTENTIAL WGTP ACCESS TRACK RAMP F: M80 TO WESTERN DISTRIBUTOR T 0 .5 1 I 2 2 BRIDGE STRUCTURE 2 O RAMP G: BOUNDARY ROAD GREENSBOROUGH BOUND EXIT RAMP
.
0
0 N Y T PAVEMENT CONSTRUCTION (CONNECTING PRINCES FREEWAY TO BOUNDARY ROAD) I 1
0
0 .5 0 2 2
0 0
.0 5 0 C 0
5 . .
. 0
6 2 . 5 5 0 6 2
2 2 0 EARTHWORKS RAMP H: BOUNDARY ROAD ALTONA BOUND ENTRY RAMP 600 DIA 600 O T S RAMP J: CONNECTOR FROM RAMP E TO RAMP G E C Y AND WESTERN DISTRIBUTOR TO BOUNDARY ROAD) T (CONNECTING WEST GATE FREEWA IO N WARNING RAMP K: CONNECTOR FROM RAMP H TO RAMP B
2 BEWARE OF UNDERGROUND SERVICES (CONNECTING BOUNDARY ROAD TO WEST GATE FREEWAY)
THE LOCATIONS OF UNDERGROUND SERVICES ARE RAMP L: CONNECTOR FROM RAMP K TO RAMP F 600 DIA 600 APPROXIMATE ONLY AND THEIR EXACT POSITION (CONNECTING BOUNDARY ROAD TO WESTERN DISTRIBUTOR)
n SHOULD BE PROVEN ON SITE. NO GUARANTEE IS g d . GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. 2 0 1
-
DIA 600 d m DESIGNED - GENERAL NOTES INVESTMENT h E PROJECT DESIGN WESTERN RING RD - t AND DESIGN l d u p SERVICES M80 RING ROAD UPGRADE a - D THIS DRAWING IS CONCEPTUAL ONLY AND WILL BE SUBJECT TO FURTHER TRAFFIC f 1
e PRINCES FREEWAY TO WESTERN HIGHWAY 9 NETWORK APPROVED 6 D ASSESSMENT, ROAD SAFETY AUDIT AND DETAILED DESIGN C DESIGN SERVICES INTERFACE SITE AREA AND ACCESS M 7 B 1 A 0 RAMP E
2 SCALE OF METRES 5 60 DENMARK STREET CAT: Road_Design 5 / : A KEW FILE N0. CONTRACT NO. SHEET NO. DRAWING NO. ISSUE
9 HOR 2 PROJ:(h) D&C - Princes Freeway to Western Highway 0 VICTORIA 3101 0 : / 1 ISSUE APP'D DATE AMENDMENT PHONE (03) 9854 2666 7 1 FILE: 691-pd-h-md-102.dgn VER 691 8676 1 102