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T.B.M. GWTRWEWS DS WG S T DSD RWG WRWWRWGW … · 2020. 8. 11. · ette e gg t w w w t t rw rw g g g g wg e e s s fs244.002 fs244.295 fs244.122 fs243.942 fs244.018 fs243.868 fs243.991

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Page 1: T.B.M. GWTRWEWS DS WG S T DSD RWG WRWWRWGW … · 2020. 8. 11. · ette e gg t w w w t t rw rw g g g g wg e e s s fs244.002 fs244.295 fs244.122 fs243.942 fs244.018 fs243.868 fs243.991

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STAR PICKET
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R.L. 246.21 A.H.D
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N 5844315.14
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CARLINGFORD
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ROAD WORKS
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LIMIT OF
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ROAD WORKS
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EXISTING OPEN DRAIN TO BE FILLED - UNSUITABLE MATERIAL TO BE REMOVED AND LEVELS TAKEN BY SURVEYOR PRIOR TO PLACEMENT OF FILL
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CONTRACTOR TO REMOVE EX TURNING AREA, FENCE AND DRAINAGE CULVERT. MATCH TO EXISTING WORKS
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CONTRACTOR TO REMOVE EX TURNING AREA, FENCE AND DRAINAGE CULVERT. MATCH TO EXISTING WORKS
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CONTRACTOR TO REMOVE EX TURNING AREA, FENCE AND DRAINAGE CULVERT. MATCH TO EXISTING WORKS
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REMOVE EXISTING SINGLE DRIVEWAY AND CONSTRUCT NEW DOUBLE DRIVEWAY
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TEMPORARY TURN AROUND NOT CONSTRUCTED. ADJACENT STAGE 20 UNDER CONSTRUCTION.
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CONNECT INTO EXISTING PIT AND MAKE GOOD, REINSTATE FOOTPATH PAVEMENT AT COMPLETION
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CONNECT INTO EXISTING END PIPE AND MAKE GOOD
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CONTRACTOR TO BE AWARE OF EXISTING LARGE SEWER MAIN
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MODIFY EXISTING SEWER MH COVER TO MATCH NEW FOOTPATH LEVELS
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MODIFY EXISTING SEWER MH COVER TO MATCH NEW FOOTPATH LEVELS
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REMOVE EX.PIPE AND INSTALL NEW PIT AND PIPE WORKS
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CONTRACTOR TO REMOVE AND REINSTATE FOOTPATH AND PRAM CROSSING
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REMOVE ENDWALL AND EXTEND PIPE AS SHOWN
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ST GEORGES BOULEVARD
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BREAK INTO EXISTING PIT EX 34 AND CONNECT 375 DIA MAKING GOOD PIT UPON COMPLETION OF CONNECTION.
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DRAIN BETWEEN PIT 33 TO A13 CONSTRUCTED AS PART OF STAGE 23 WORKS
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WARNING BEWARE OF UNDERGROUND SERVICES
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FOR CONTINUATION REFER TO RD021
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%%uLEGEND%%u
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CUT >150mm DEPTH
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SWD PIT NUMBERS
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PROPERTY INLET
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HOUSE DRAIN
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FILL >300mm DEPTH
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REMOVE EX TREE
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S
Page 2: T.B.M. GWTRWEWS DS WG S T DSD RWG WRWWRWGW … · 2020. 8. 11. · ette e gg t w w w t t rw rw g g g g wg e e s s fs244.002 fs244.295 fs244.122 fs243.942 fs244.018 fs243.868 fs243.991

T.B.M.

T.B.M.

FUTURESTAGE

FUTURESTAGE

FUTURESTAGE

FUTURE PROPOSED NON-GOVERMENTSCHOOL SITE

FUTURESTAGE

NTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BEPROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL

EXISTING SERVICES ARE SHOWN. A MOCS ENQUIRY ON 1100MUST BE MADE BY THE CONTRACTOR PRIOR TO

COMMENCEMENT OF WORKS.

0@ A1

0 5 10 20 30 40H 1 : 500

ISSUE:

PROJECT:

COUNCIL:

TITLE:

MELWAY REF: PROJECT No: DWG No: REVISION:

REV DESCRIPTION APPROVED DATE

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DESIGNED:

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CLIENT:31/01/17J.W.AS CONSTRUCTED ISSUE218/08/16B.GCONTRACTORS COMMENTS110/08/16B.G.ISSUED FOR CONSTRUCTION001/08/16B.G.ISSUED FOR APPROVALC04/05/16B.G.REVISED SERVICE OFFSETSB06/04/16B.G.ISSUED FOR APPROVALA B.GLEESON

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2RD021P115-23366 D3/D4AS CONSTRUCTED

DETAIL PLAN - 2

MICKLEHAMSTAGE 23

MERRIFIELD LIVING - SECTION B

HUME CITY COUNCIL

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ES245.65
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ES245.63
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ES245.57
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ES245.48
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ES245.48
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ES245.41
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ES245.34
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ES245.31
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ES246.04
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B2
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B2
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ES244.95
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ES246.13
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ES245.72
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ES245.48
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ES245.58
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ES245.38
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ES245.51
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ES245.26
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ES245.38
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ES245.22
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ES245.20
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ES245.13
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ES244.90
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ES244.83
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ES245.02
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ES244.92
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ES245.14
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ES245.00
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ES245.19
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ES245.11
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B2
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B2
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B2
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B2
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B2
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B2
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R46.65
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R53.35
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525%%C
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525%%C
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A32A
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A32B
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450%%C
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450%%C
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A54A
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A54B
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300%%C
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300%%C
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98
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2.0m D E
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2.0m S E
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2.0m D E
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2.0m S E
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2.0m D E
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3.0m S & D E
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3.0m S & D E
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STAR PICKET
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R.L. 244.60 A.H.D
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E 314937.24
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N 5844383.53
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STAR PICKET
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R.L. 244.985 A.H.D
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E 314798.70
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N 5844440.74
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CH0.00 IL242.65
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CH20.00 IL242.56
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CH40.00 IL242.47
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CH60.00 IL242.38
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CH80.00 IL242.29
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CH100.00 IL242.20
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CH120.00 IL242.11
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CH140.00 IL242.02
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CH160.00 IL241.93
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CH180.00 IL241.84
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CH190.92 IL241.79
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1 in222
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LIMIT OF
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ROAD WORKS
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ROAD WORKS
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LIMIT OF
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PROVIDE CONCRETE EDGE STRIP, TEMPORARY TURN AROUND AREA AND NO ROAD SIGN
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CONSTRUCT SWALE DRAIN TO THE SATISFACTION OF ENGINEER & COUNCIL
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E 314860.923 N 5844443.208
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E 314914.321 N 5844421.134
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E 314904.551 N 5844417.079
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E 314896.6112 N 5844420.123
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E 314850.866 N 5844439.034
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E 314843.011 N 5844442.281
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CONSTRUCT SWALE DRAIN TO THE SATISFACTION OF ENGINEER & COUNCIL
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INSTALL ROCK BEACHING AT TEMPORARY DRAINAGE OUTFALL TO THE SATISFACTION OF COUNCIL. ROCK SIZE TO BE 300-600mm
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INSTALL ROCK BEACHING AT TEMPORARY DRAINAGE OUTFALL TO THE SATISFACTION OF ENGINEER & COUNCIL
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ST GEORGES BOULEVARD
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WARNING BEWARE OF UNDERGROUND SERVICES
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FOR CONTINUATION REFER TO RD020
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CUT >150mm DEPTH
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SWD PIT NUMBERS
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EXISTING SURFACE LEVEL
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FINISHED SURFACE LEVEL
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TOP OF BATTER LEVEL
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TEMPORARY BENCH MARK
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PERMANENT SURVEY MARK
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B44.60
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FS44.60
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LOT GRADE
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EXISTING SEWER
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PROPOSED SEWER
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PROPOSED DRAINAGE
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EXISTING DRAINAGE
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PROPERTY INLET
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HOUSE DRAIN
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H
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TABLE DRAIN
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FILL >300mm DEPTH
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1
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REMOVE EX TREE
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EXS
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S
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SECTION A-A - TYP SWALE CROSS SECTION H 1:100 V 1:50
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EXISTING SURFACE
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1:3 SIDE SLOPE
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1:3 SIDE SLOPE
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PROPOSED DRAINAGE PIPE 450 & 525
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PROPOSED MORTARED ROCK PITCHING SHOWN INDICATIVELY. REFER PLAN FOR LOCATION AND EXTENT.
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