metal shed tank dirt track watergate · stage 4 armstrong creek layout plan - 1 15-004100-04c02d...
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METAL SHED
METAL SHED
METAL SHED
WATERTANK DI
RT T
RACK
GATE
N
WARNINGBEWARE OF UNDERGROUND & OVERHEAD SERVICES
The locations of underground & overhead services areapproximate only & their exact position should be proven on site.No guarantee is given that all existing services are shown. Locate
all underground services before commencement of works
DIAL 1100 BEFORE YOU DIGwww.1100.com.au
REVISION DATE ISSUE DETAILS CHECKDRAWNDESIGNREVISION DATE ISSUE DETAILS CHECKDRAWNDESIGN
DRAWING No. REVISIONPROJECT No.
PROJECTCLIENT DRAWING TITLESTATUS SCALE @ A1
www.calibreconsulting.coC 2015
SANCTUARY ESTATESTAGE 4ARMSTRONG CREEK
LAYOUT PLAN - 1
DC0215-004100-04A 16/08/17 ISSUED FOR APPROVAL KM KM TMB 05/09/17 RIDGE LINE ADDED FOR LOTS 420-423 KM KM TMC 06/10/17 REVISED IN ACCORDANCE WITH COUNCIL'S COMMENTS DATED ON 19.09.17 KM KM JCD 25/10/17 LOT'S 431 CROSSOVER RELOCATED KM KM JC
ISSUED FOR APPROVALNOT FOR CONSTRUCTION
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FS16.15
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H
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H
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H
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H
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GWR
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FR17.85
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FR17.59
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FR17.39
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FR17.18
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R8.6
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R8.6
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R8.6
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R8.6
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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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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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B2
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PROVIDE TEMPORARY TURN AROUND AREA IF FUTURE STAGE HAS NOT COMMENCED.
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AG DRAIN TO CONNECT TO PROPOSED DRAINAGE NETWORK.
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FUTURE DRAINAGE CONNECTION POINT TO BE CAPPED PRIOR TO BACKFILLING.
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BREAK INTO & CONNECT TO EXISTING DRAINAGE.
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LOT 433's DRIVEWAY INFILL TO BE CONSTRUCTED.
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PROVIDE 2m STUB IN NORTH WALL FOR FUTURE CONNECTION. STUB TO BE CAPPED PRIOR TO BACKFILLING.
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CONNECT TO EXISTING DRAINAGE.
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INSTALL PSM.
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INSTALL PSM.
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AG DRAIN TO CONNECT TO PROPOSED DRAINAGE NETWORK.
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PROVIDE TEMPORARY TURN AROUND AREA IF FUTURE STAGE HAS NOT COMMENCED.
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REMOVE EXISTING EDGE STRIP, "NO ROAD" SIGN AND BARRIER AND MATCH NEATLY INTO EXISTING CONSTRUCTION.
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REMOVE EXISTING EDGE STRIP, "NO ROAD" SIGN AND BARRIER AND MATCH NEATLY INTO EXISTING CONSTRUCTION.
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EXISTING FENCE TO BE REMOVED AND DISPOSE OFFSITE.
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EXISTING METAL SHED AND WATER TANK TO BE REMOVED AND DISPOSE OFFSITE.
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EXISTING CATCH DRAIN TO BE EXCAVATED TO A SOUND BASE FILLED AND COMPACTED TO THE SATISFACTION OF THE SUPERINTENDENT.
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EXISTING CATCH DRAIN TO BE EXCAVATED TO A SOUND BASE FILLED AND COMPACTED TO THE SATISFACTION OF THE SUPERINTENDENT.
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EXISTING FENCE TO BE REMOVED AND DISPOSE OFFSITE.
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EXISTING TREES TO BE REMOVED AND DISPOSE OFFSITE.
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EXISTING TREES TO BE REMOVED AND DISPOSE OFFSITE.
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GRASS CATCH DRAIN. FOR DETAILS REFER IDM STD DWG SD500.
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LAYBACK FOR THE FUTURE LOT TO BE CONSTRUCTED TO THE LIMIT OF WORKS.
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FUTURE DEVELOPMENT
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EXISTING STAGE 2
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EXISTING STAGE 2
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EXISTING STAGE 3
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EXISTING PUBLIC OPEN SPACE AREA
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EXISTING STAGE 1A
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EXISTING DIRT TRACK TO BE REMOVED AND DISPOSE OFFSITE.
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CH162.545
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CH154.045
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CH148.545
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CH140.045
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CH132.545
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CH124.045
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CH114.545
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CH110.045
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CH98.545
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CH96.045
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CH84.545
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CH83.545
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CH70.545
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CH69.545
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CH56.545
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CH57.045
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CH43.045
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CH40.545
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CH30.045
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CH21.250
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CH33.750
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CH46.250
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CH36.000
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CH50.000
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CH62.500
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CH58.750
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CH102.000
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CH103.000
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CH114.500
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CH26.452
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CH38.952
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CH42.038
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CH52.952
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CH54.538
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CH65.452
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CH68.538
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CH392.018
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CH408.018
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CH450.018
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CH450.563
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CH466.018
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CH466.563
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TPCH 11.950
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CH166.545
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LTPCH 68.050
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LTPCH 91.950
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CH89.000
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CH76.500
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CH72.000
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CH88.000
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TPCH 14.307
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LTPCH 438.513
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LTPCH 414.613
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CH436.018
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CH422.018
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CH434.563
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CH10.652
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R20
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R17.5
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R15
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R17.5
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R20
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R20
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R15
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B2
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B2
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SM3
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SM1
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R3.4
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R5.8
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SM1
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SM1
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SM1
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SM1
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FUTURE STAGE 5
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BREAK INTO AND CONNECT TO EXISTING PIT.
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CH530.565
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TPCH 527.692
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CH128.500
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CH141.000
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CH131.886
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CH115.500
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TPCH 146.119
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CH194.886
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TPCH 484.686
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TPCH 189.858
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12
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14
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72
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75
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76
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77
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78
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80
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81
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82
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102
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104
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105
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109
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110
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119
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9K
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Ex.18
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Ex.11
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Ex.9D
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Ex.94
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Ex.97
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Ex.98
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Ex.99
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74
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75A
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PROVIDE 825 BLOCKOUTIN EAST WALL FOR FUTURE CONNECTION. IL13.193.
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PROVIDE 300 BLOCKOUT INSOUTH WALL FOR FUTURE CONNECTION. IL15.267.
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102EP
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E 268027.958
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N 5764649.969
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E 268088.546
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N 5764642.082
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E 268093.309
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N 5764678.673
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E 268036.290
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N 5764686.096
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E 268119.201
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N 5764718.766
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E 268036.896
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N 5764729.481
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E 267815.870
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N 5764638.148
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TBM
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E
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N
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RL
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STN No: 110512.21007
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STEEL STAR PICKET
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267903.907
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5764748.060
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18.304
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2m RIDGE
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EXISTING MOUNDS TO BE REMOVED.
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EXISTING MOUNDS TO BE REMOVED.
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PROVIDE 300 BLOCKOUT INSOUTH WALL FOR FUTURE CONNECTION. IL13.899.
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2.5m RIDGE
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ELECTRICAL SUBSTATION SITE.
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EXISTING PITS TO BE CONVERTED TO DSEP.
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Ex.93
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Ex.92
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AG DRAIN TO CONNECT TO PROPOSED DRAINAGE NETWORK.
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PROVIDE 2m STUB IN NORTH WALL FOR FUTURE CONNECTION. STUB TO BE CAPPED PRIOR TO BACKFILLING.
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A1
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A3
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0
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10
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10
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20
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1:500
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1:1000
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5
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NOTES: 1.ALL VEHICLE AND PRAM CROSSING LAYBACKS TO BE MINIMUM OF 1.0m FROM PITS. ALL VEHICLE AND PRAM CROSSING LAYBACKS TO BE MINIMUM OF 1.0m FROM PITS. 2.ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE CROSSINGS. ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE CROSSINGS. 3.ALL PRAM CROSSINGS TO BE DDA COMPLIANT. ALL PRAM CROSSINGS TO BE DDA COMPLIANT. 4.VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND RESERVE TO FORM VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND RESERVE TO FORM PART OF LANDSCAPE WORKS. 5.SIDE ENTRY PITS SHOWN OFFSET BY 1m FROM TANGENT POINTS, TO SIDE ENTRY PITS SHOWN OFFSET BY 1m FROM TANGENT POINTS, TO ACCOMMODATE CHANNEL DEPTH TRANSITION. FOR DETAILS REFER TO IDM STANDARD DRAWING SD430 6.ALL COORDINATES SHOWN ARE TO AHD ALL COORDINATES SHOWN ARE TO AHD 7.THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST ACCORD WITH THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST ACCORD WITH SECTION 2.2.3.1 OF AS/NZS 1428.4:2002 8.WHERE EASTING AND NORTHING PROVIDED FOR DRAINAGE SETOUT, COORDINATES WHERE EASTING AND NORTHING PROVIDED FOR DRAINAGE SETOUT, COORDINATES RELATE TO CENTRE OF PIT BASE 9.CHAINAGES FOR PROPERTY INLET POINTS SERVICING FUTURE LOTS ARE MEASURED CHAINAGES FOR PROPERTY INLET POINTS SERVICING FUTURE LOTS ARE MEASURED FROM DOWNSTREAM PIT 10.REFER ARBORIST REPORT FOR DETAILS OF EXISTING TREES TO BE REMOVED REFER ARBORIST REPORT FOR DETAILS OF EXISTING TREES TO BE REMOVED
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SERVICES OFFSET SCHEDULE
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ROAD NAME
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GAS
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RECYCLED WATER
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WATER
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COMMUNICATION
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ELECTRICITY
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SIDE
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OFFSET (m)
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SIDE
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OFFSET (m)
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SIDE
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OFFSET (m)
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SIDE
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OFFSET (m)
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SIDE
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OFFSET (m)
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RESTFUL WAY
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WEST
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2.10
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WEST
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2.60
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WEST
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3.10
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EAST
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1.775
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EAST
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2.60
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PLACID DRIVE
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NORTH
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2.10
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NORTH
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2.60
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NORTH
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3.10
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SOUTH
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1.775
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SOUTH
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2.60
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SANCTUARY BOULEVARD
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WEST
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2.10
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WEST
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2.60
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WEST
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3.10
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EAST
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1.775
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EAST
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2.60
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AMIABLE PARADE
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NORTH
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2.10
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NORTH
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2.60
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NORTH
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3.10
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SOUTH
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1.775
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SOUTH
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2.60
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HEDGE STREET
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NORTH
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2.10
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NORTH
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2.60
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NORTH
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3.10
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SOUTH
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1.775
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SOUTH
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2.60
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ROAD LAYOUT TABLE
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ROAD NAME
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ROAD CLASSIFICATION
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RESERVE WIDTH (m)
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ROAD WIDTH (m)
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KERB TYPE
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VERGE WIDTH (m)
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LIP to LIP
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INV to INV
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BACK to BACK
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NTH/WEST
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STH/EAST
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NTH/WEST
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STH/EAST
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RESTFUL WAY
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ACCESS
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16.00
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6.70
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7.30
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7.60
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B2
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B2
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4.20
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4.20
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PLACID DRIVE
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ACCESS
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16.00
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6.70
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7.30
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7.60
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B2
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B2
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4.20
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4.20
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SANCTUARY BOULEVARD (NORTH OF ROUNDABOUT)
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ACCESS
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20.00
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6.70
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7.30
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7.60
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B2
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B2
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6.20
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6.20
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SANCTUARY BOULEVARD (SOUTH OF ROUNDABOUT)
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ACCESS
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16.00
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6.70
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7.30
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7.60
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B2
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B2
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4.20
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4.20
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AMIABLE PARADE
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ACCESS
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16.00
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6.70
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7.30
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7.60
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B2
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B2
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4.20
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4.20
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HEDGE STREET
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ACCESS
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16.00
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6.70
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7.30
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7.60
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B2
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B2
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4.20
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4.20
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REFER SHEET C03 FOR CONTINUATION
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FR157.40
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TW159.30
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BW159.30
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ES141.34
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FS140.35
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GW
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Ex G
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H
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Ex T
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Ex W
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Ex D
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Ex S
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Ex E
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O/H E
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LEGEND - LAYOUT PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN SERVICE CONDUITS TACTILE PAVERS EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELSTRA EXISTING WATER EXISTING RECYCLED WATER EXISTING STORMWATER DRAIN EXISTING SEWER EXISTING HOUSE DRAIN EXISTING SWALE DRAIN EXISTING SURFACE LEVEL FINISHED BUILDING LINE LEVEL FINISHED RIDGE LINE LEVEL TOP OF RETAINING WALL BOTTOM OF RETAINING WALL RETAINING WALL BUILDING ENVELOPE PAVEMENT TREATMENT STRUCTURAL FILL > 200mm DEEP EX. STRUCTURAL FILL > 200mm DEEP DIRECTION OF FALL OVERLAND FLOW ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
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H
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Ex RW
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NOTE: LOTS 411 - 412, 442 - 451 & 424 - 433 HOUSE CONNECTION'S CONNECT TO EXISTING DRAIN.
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NOTE: ALL EXISTING PIT COVERS TO ALL EXISTING PIT COVERS TO ALL EXISTING PIT COVERS TO BE ADJUSTED TO MATCH THE DESIGN SURFACE LEVEL AND POSITION WITH RESPECT TO THE ADJACENT KERB, FOOTPATH AND TITLE BOUNDARIES WHERE APPROPRIATE AND MADE GOOD.