REV AMENDMENTS DATE APP'D. Dalton Consulting Engineers Pty Ltd Sheet No. Rev Drawing No. Coords: Levels: Scale @ A1/A3 C Written dimensions to take precedence over scale. Contractor shall check and verify all dimensions on site, Discrepancies to be brought to the attention of the Superintendent. Designed Date Verified Date Audited Date Approved Date AN AN AN AN Drawn Date AN LAUREL GROVES ESTATES PTY LTD ARMSTRONG WATERS - STAGE 2 291-411 CHARLEMONT ROAD, CONNEWARRE DETAIL PLAN 11879.2DP01 04 MGA AHD 1:500/1:1000 R.SABER 15/02/2016 1481091 R.SABER 15/01/16 1481095 P.MILLER 16/02/16 581370 R.MASON 29/04/16 703584 T.LIAKOPOULOS 03/05/16 885590 CONSTRUCTION ISSUE DALTON ENGINEERS CONSULTING T 61 3 9813 7400 ABN 78 429 221 049 E [email protected]W dceng.com.au VICTORIA QUEENSLAND T 61 7 3374 9000 5m 0m 10m 20m 30m Hor 1:500 3 0 CONSTRUCTION ISSUE 03/05/16 TL 1 AMENDED OUTFALL SWALES AND PAVEMENT DESIGN 16/05/16 TL 2 FUTURE DRIVEWAY ADDED 06/07/16 TL 3 AMENDED PAVEMENT DESIGN 13/07/16 TL OFFSET RECYCLED WATER (RW) MYNA WAY STREET NAME OFFSET GAS SIDE SIDE SIDE TELECOM SIDE OFFSET ELECTRICITY POTABLE WATER (W) SIDE OFFSET OFFSET PINTAIL ROAD SPOONBILL DRIVE SHEARWATER DRIVE 1.90 1.90 2.55 2.55 3.20 3.20 1.90 1.90 2.55 2.55 1.90 1.90 2.55 2.55 3.20 3.20 1.90 1.90 2.55 2.55 SIDE EX. SEWER OFFSET 1.00 WEST WEST WEST EAST EAST EAST EAST EAST NORTH EAST NORTH EAST NORTH WEST SOUTH WEST SOUTH WEST TABLE OF SERVICES LOCATIONS WEST WEST WEST - - - - - - JACANA WAY 1.90 2.55 3.20 1.90 2.55 SOUTH SOUTH SOUTH NORTH NORTH - - CONSTRUCTION ISSUE
1 AMENDED OUTFALL SWALES AND PAVEMENT DESIGN 16/05/16TL
2 FUTURE DRIVEWAY ADDED 06/07/16 TL
3 AMENDED PAVEMENT DESIGN 13/07/16 TL
OFFSET
RECYCLED WATER (RW)
MYNA WAY
STREET NAME
OFFSET
GAS
SIDE SIDE SIDE
TELECOM
SIDE OFFSET
ELECTRICITY
POTABLE WATER (W)
SIDE OFFSET OFFSET
PINTAIL ROAD
SPOONBILL DRIVE
SHEARWATER DRIVE
1.90
1.90
2.55
2.55
3.20
3.20
1.90
1.90
2.55
2.55
1.90
1.90
2.55
2.55
3.20
3.20
1.90
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2.55
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SIDE
EX. SEWER
OFFSET
1.00
WEST WEST WEST EAST
EAST
EAST
EAST
EAST
NORTH
EAST
NORTH
EAST
NORTH
WEST
SOUTH
WEST
SOUTH
WEST
TABLE OF SERVICES LOCATIONS
WEST WEST WEST
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JACANA WAY 1.90 2.55 3.20 1.90 2.55SOUTH SOUTH SOUTH NORTH NORTH
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FS4.997
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FS4.485
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FS4.857
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FS4.433
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FS4.724
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FS4.380
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FS4.598
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FS4.318
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FS4.535
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FS4.405
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FS3.781
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FS4.435
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FS3.843
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FS4.351
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FS4.468
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FS4.250
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FS4.689
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FS4.652
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FS4.648
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FS4.552
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FS4.607
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FS4.492
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FS4.567
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FS4.432
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FS4.528
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FS4.370
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FS4.486
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FS4.307
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FS4.445
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FS4.012
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FS3.765
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FS4.079
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FS3.833
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FS4.401
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FS3.870
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FS4.241
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FS4.341
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FS3.993
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FS4.238
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FS4.285
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FS3.940
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FS4.204
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FS4.149
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FS4.064
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FS3.728
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FS3.911
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FS3.964
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FS3.870
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FS3.940
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FS4.063
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FS4.401
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ES3.48
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ES3.74
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ES3.61
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ES3.20
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ES3.56
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FS4.151
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FS4.341
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FS4.238
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FS4.285
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FS4.204
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TOB4.524
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TOB4.467
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TOB4.419
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TOB4.384
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TOB4.337
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TOB3.890
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TOB3.778
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TOB3.830
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TOB4.276
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TOB4.296
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TOB4.247
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TOB4.180
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TOB4.152
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2m S.E
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2.0m S.E
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2m S.E
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40
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KTP20.800
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375%%C
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EX33
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EX25
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EX.EP16
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B2 K&C
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3.0m D.E
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H
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H
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3.6
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3.8
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4
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4.2
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4.4
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4.6
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4.8
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SANDERLING AVENUE
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JACANA WAY
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ROAD
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EAGLE
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INSTALL CONCRETE EDGE STRIP, AG DRAIN, BOLLARDS AND "NO ROAD" SIGN. REFER TO SHEET 02 FOR DETAIL
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INSTALL CONCRETE EDGE STRIP, AG DRAIN, BOLLARDS AND "NO ROAD" SIGN. REFER TO SHEET 02 FOR DETAIL
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INSTALL CONCRETE EDGE STRIP, AG DRAIN, BOLLARDS AND "NO ROAD" SIGN. REFER TO SHEET 02 FOR DETAIL
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REMOVE EX. CONC EDGE STRIP, BOLLARDS, 'NO ROAD' SIGN & MATCH NEATLY INTO EX. CONSTRUCTION
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PROVIDE TEMPORARY ENDWALL AND ROCK BEACHING TO SUIT 375 OUTLET IL1.863m AHD.
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PROVIDE TEMPORARY ENDWALL AND ROCK BEACHING TO SUIT 675 OUTLET IL 1.314m AHD.
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CONSTRUCT BOUNDARY OPEN EARTH CATCH DRAIN
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EXISTING STAGE 1
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FUTURE STAGE
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PROVIDE TEMPORARY ENDWALL AND ROCK BEACHING TO SUIT 450 OUTLET IL1.852m AHD.
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INSTALL CONCRETE EDGE STRIP, AG DRAIN, BOLLARDS AND "NO ROAD" SIGN. REFER TO SHEET 02 FOR DETAIL
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REMOVE AND DISPOSE OF TEMPORARY ENDWALL AND ROCK BEACHING AND CONNECT TO EXISTING 300 PIPE
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REMOVE EX. CONC EDGE STRIP, BOLLARDS, 'NO ROAD' SIGN & MATCH NEATLY INTO EX. CONSTRUCTION
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FUTURE STAGE
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INSTALL CONCRETE EDGE STRIP, AG DRAIN, BOLLARDS AND "NO ROAD" SIGN. REFER TO SHEET 02 FOR DETAIL
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REMOVE AND DISPOSE OF TEMPORARY ENDWALL AND ROCK BEACHING AND CONNECT TO EXISTING 600 PIPE
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FUTURE STAGE
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FUTURE ROAD
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SWALE 3 DESIGN LINEDESIGN LINE
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SWALE 2 DESIGN LINEDESIGN LINE
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SWALE 1 DESIGN LINEDESIGN LINE
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DESIGN LINE
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DESIGN LINE
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DESIGN LINE
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DESIGN LINE
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DESIGN LINE
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LANDSCAPING
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S
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SW DRAIN & PIT CONSTRUCTED
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RECYCLED WATER CONDUIT
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RW
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RECYCLED WATER
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CONSTRUCTED PRE DEVELOPMENT
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IN PREVIOUS STAGES
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V
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V
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GC
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EXISTING ELEC. POLE & O'HEAD LINES
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GAS CONDUIT
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EXISTING TELECOMM. CABLE AND PIT
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EXISTING SEWER MAIN & MANHOLE
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EXISTING ELECTRICAL CABLE
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EXISTING GAS MAIN
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EXISTING WATER MAIN
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ES20.06
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EXISTING SURFACE LEVEL
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FINISHED SURFACE LEVEL
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FS21.650
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LEGEND
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HOUSE DRAIN
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PROPERTY INLETS
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WATER CONDUIT
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SEWER MAIN AND MANHOLE
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STORMWATER DRAIN & PIT
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TELECOMM. CONDUIT
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H
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TC
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STREET NAME SIGN
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FILLING OVER 300mm
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TEMPORARY BENCH MARK
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PERMANENT SURVEY MARK
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E
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G
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ELECTRICITY
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GAS
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T
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W
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TELECOMMUNICATIONS
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WATER
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Ex E
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Ex G
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Ex W
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Ex T
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Ex S
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EXISTING STORMWATER DRAIN & PIT
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ASPHALT PAVEMENT
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155.0
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FINISHED SURFACE CONTOUR
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EXISTING TREES TO BE REMOVED
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CONC FOOTPATH / DRIVEWAY
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REGRADE LOT AT MIN 1 IN 150
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OPEN EARTH DRAIN (O.E.D.)
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WARNING! THE LOCATION OF EXISTING SERVICES SHOWN ON THESE PLANS MUST BE PROVEN ON SITE, THE APPROPRIATE AUTHORITY MUST BE CONTACTED AND THE SERVICES LOCATED PRIOR TO COMMENCEMENT OF ANY WORKS.
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WARNING NO DRAINAGE WORKS SHALL COMMENCE UNTIL THE CONTRACTOR CONFIRMS THE I.L. OF ALL EXISTING DRAINS, AND CONFIRMS IN WRITING WITH THE SUPERINTENDENT.
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PROVIDE 375 STUB FORFUTURE CONNECTION AT IL 1.630m AHD.
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MATCH INTO PROPOSED TEMPORARY DRAINAGE OUTFALL
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MATCH INTO PROPOSED TEMPORARY DRAINAGE OUTFALL
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MATCH INTO PROPOSED TEMPORARY DRAINAGE OUTFALL
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DESLUDGE AND BACKFILL EXISTING SWALES
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DESLUDGE AND BACKFILL EXISTING SWALES
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REGRADE EXISTING SWALE AROUND TURNING CIRCLE
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REGRADE EXISTING SWALE
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TEMPORARY OUTFALL DRAINAGE TO BE CONSTRUCTED IN CONJUNCTION REFER TO DCE DRAWING SET 11879.2D
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