UNFINISHED DRAWING 400X200

UNFINISHED DRAWING 400X200

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) DATE : 06 / 09 / 2017 GASNET AUSTRALIA 350mm DIAMETER PIPE 350mm DIAMETER AUSTRALIA GASNET CONTACT : M80 PROJECT TEAM SEWER MAIN SEWER MELBOURNE WATER MELBOURNE DIA 375 (ABANDONED) WATER MAIN CITY WEST WATER CITY WEST WATER 0 5 . 9 1 M80 CONTRACTOR SITE POSSESSION DIA XXX 375 DIA W RO (ABANDONED) WATER MAIN 2 T CITY WEST WATER 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 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 3 2 2 2 375 DIA . 5 0 2 KLEMFIX BARRIER 3 375 DIA . 3 0 375 DIA 375 DIA 375 0. 0 00 2 1 . 5 0 28.50 375 DIA 375 30.50 3 1.00 2 2 375 DIA . 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 0 450 DIA TEMPORARY LATERAL 2 8 600 DIA 600 0 . 5 0 0 . 525 DIA 0 3 SHIFT TO GENERAL 375 DIA SEWER MAIN 375 DIA MELBOURNE WATER MELBOURNE SEWER MAIN SEWER C CITY WEST WATER CITY I T TRAFFIC W 450 DIA Y R A T W E E R S T A M (ABANDONED) A WATER MAIN WATER W I N WEST WATER CITY A T E M R 375 600 DIA 2 DIA 8 P . 20 70 . 5 375 DIA 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 00 0 26. 7 5 . E 2 5.50 5 2 2 2 6 450 DIA . 25.00 0 0 525 DIA 525 600 DIA 375 DIA 375 0 5 . 9 2 0 A 0 . 7 525 DIA 2 600 DIA 29 P .00 M 300 DIA 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) (EXCESS GASNET AUSTRALIA 350mm DIAMETER PIPE AUSTRALIA 350mm GASNET SEWER MAIN 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 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 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 .

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