st. clares carpark extension 175 buckwell ......st. clares carpark extension 175 buckwell drive...
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ST. CLARES CARPARK EXTENSION175 BUCKWELL DRIVE
HASSALL GROVE NSW 2761STORMWATER DRAWINGS
NOT FOR CONSTRUCTION
ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
COVER SHEET
C1.00 0
CHECK PRINTENG/DRAFTER:
DATE:
NOTE:THIS IS A PLANNING DRAWING ONLY, FOR THE PURPOSE OFCONCEPTUAL DESIGN AND/OR PLANNING. FURTHERDETAILED ENGINEERING DESIGN INCLUDING SPECIFICATIONS,SIZING AND STORMWATER INVERTS TO BE PROVIDED PRIORTO BUILDING RULES ASSESSMENT AND CONSTRUCTION.
LOCATION PLANNOT TO SCALE
DRAWING LISTSheet Number Sheet Title
C1.00 COVER SHEETC1.01 GENERAL NOTESC2.00 EXISTING SITE PLANC3.00 SITE UPGRADE STORM WATER MANAGEMENT PLANC3.01 CARPARK STORM WATER MANAGEMENT PLANC4.00 CIVIL DETAILS - SHEET 1C4.01 CIVIL DETAILS - SHEET 1
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
RMS RMS JUN '19
GENERAL NOTES
C1.01 0
GENERAL NOTES
SEDIMENT AND EROSION CONTROL
SE1 CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUAL "MANAGING URBAN STORMWATER, SOILS ANDCONSTRUCTION" (2004) (THE BLUE BOOK).
SE2 DISTURBANCE SHALL BE KEPT TO A MINIMUM AND WITHINTHE LIMITS OF THE CONSTRUCTION SITE.
SE3 ADDITIONAL CONTROLS SHALL BE INSTALLED AS REQUIREDAND IN ACCORDANCE WITH "THE BLUE BOOK".
SE4 ALL INSTALLED CONTROLS SHALL BE INSPECTED AT LEASTWEEKLY AND IMMEDIATELY FOLLOWING A RAIN EVENT.MAINTENANCE SHALL BE UNDERTAKEN AS REQUIRED.
SE5 COMPLETED AREAS SHALL BE PROGRESSIVELY VEGETATED.
SE6 CONTROL DEVICES, AS DETAILED, SHALL BE INSTALLED TOSTORMWATER PITS IMMEDIATELY FOLLOWING THEIRCONSTRUCTION.
GENERAL
CG1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITHALL ARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGSAND SPECIFICATIONS AND WITH SUCH OTHER WRITTENINSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OFTHE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TOTHE ENGINEER BEFORE PROCEEDING WITH THE WORK.
CG2 ALL MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE RELEVANT AND CURRENTSTANDARDS AUSTRALIA CODES AND WITH THE BY-LAWS ANDORDINANCES OF THE RELEVANT BUILDING AUTHORITIESEXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.
CG3 ALL DIMENSIONS SHOWN SHALL BE VERIFIED BY THE BUILDERON SITE. ENGINEER'S DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS.
CG4 UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES ANDALL DIMENSIONS ARE IN MILLIMETERS.
CG5 ALL WORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITHACCEPTABLE SAFETY STANDARDS & APPROPRIATE SAFETYSIGNS SHALL BE INSTALLED AT ALL TIMES DURING THEPROGRESS OF THE JOB.
SURVEY
SU1 THE EXISTING SITE CONDITIONS SHOWN ON THE DRAWINGSHAVE BEEN INVESTIGATED BY OTHERS. THE INFORMATION ISSHOWN TO PROVIDE A BASIS FOR DESIGN.
SU2 THE FOLLOWING ENGINEERING SURVEY SHALL NOT BE TAKENAS A CADASTRAL OR BOUNDARY IDENTIFICATION SURVEY.BOUNDARY DATA SHALL BE TAKEN AS A GUIDE ONLYUNLESS NOTED OTHERWISE.
SU3 SHOULD DISCREPANCIES BE FOUND BETWEEN THE SURVEYDATA AND ACTUAL FIELD DATA THE CONTRACTOR SHALLNOTIFY TRIAXIAL CONSULTING PRIOR TO COMMENCEMENTOF THE WORKS. THE CONTRACTOR SHALL ACCEPT ALLRESPONSIBILITY FOR ERRORS MADE DURING CONSTRUCTIONWHERE SURVEY DISCREPANCIES WERE NOT RELAYED ANDRESOLVED BY TRIAXIAL CONSULTING PRIOR TOCOMMENCEMENT OF THE WORKS.
EXISTING UNDERGROUND SERVICES
EU1 THE EXISTING UNDERGROUND SERVICES INDICATED ON THESEDRAWINGS HAVE BEEN OBTAINED FROM SURVEY AND SERVICEAUTHORITY INFORMATION. THE SERVICES INFORMATIONSHOWN ARE THOSE OF KNOWN SERVICES ONLY. THELOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATEONLY AND MAY NOT BE 'AS CONSTRUCTED' OR ACCURATE.THE PRESENCE OR ABSENCE OF SERVICES SHALL BECONFIRMED BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF CONSTRUCTION.
EU2 THE CONTRACTOR SHALL TAKE ALL DUE CARE WHENEXCAVATING ON SITE INCLUDING HAND EXCAVATIONWHERE NECESSARY.
EU3 THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICEAUTHORITIES PRIOR TO THE COMMENCEMENT OF ANYEXCAVATION WORKS.
EU4 THE CONTRACTOR SHALL UNDERTAKE A THOROUGH SERVICESSEARCH PRIOR TO THE COMMENCEMENT OF ANY EXCAVATIONWORKS. THE RESULTS OF SERVICES SEARCHES SHALL BERECORDED AND KEPT ON SITE AT ALL TIMES.
SITEWORKS
SW1 THE CONTRACTOR SHALL VERIFY ALL LEVELS AND DIMENSIONSPRIOR TO COMMENCEMENT OF THE WORKS.ANY DISCREPANCIES SHALL BE REPORTED TO TRIAXIALCONSULTING FOR FURTHER INSTRUCTION.
SW2 ALL CONNECTIONS WITH EXISTING WORKS SHALL BE MADESMOOTH.
SW3 ALL TRENCH BACKFILL MATERIAL SHALL BE COMPACTED TOACHIEVE A DENSITY EQUIVALENT TO THE ADJACENT MATERIAL.
SW4 ALL SERVICE TRENCHES SHALL BE BACKFILLED WITH SAND TOA LEVEL 300mm ABOVE THE PIPE. WHERE SERVICE TRENCHESARE CONSTRUCTED UNDER VEHICULAR PAVEMENTS, BACKFILLTHE REMAINDER OF THE TRENCH (TO UNDERSIDE OF PAVEMENT)WITH SAND OR APPROVED GRANULAR MATERIAL COMPACTEDIN LAYERS NOT EXCEEDING 150mm DEPTH. BACKFILL MATERIALSHALL BE COMPACTED TO A MINIMUM 98% MODIFIEDMAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 5.2.1(CURRENT EDITION) OR A DENSITY INDEX OF NOT LESS THAN 75.
SW5 PROVIDE A 10mm WIDE EXPANSION JOINT BETWEEN ALLBUILDINGS AND CONCRETE OR UNIT PAVEMENTS.
SW6 ALL BASE-COURSE MATERIAL SHALL BE MINIMUM 95% MODIFIEDDRY DENSITY (UNO) IN ACCORDANCE WITH AS 1289 5.2.1(CURRENT EDITION).
EXCAVATION
EX1 REFER TO REPORT ON GEOTECHNICAL STABILITY ASSESSMENTFOR INFORMATION PERTAINING TO EXISTING SITE STABILITY,EXCAVATION AND GEOTECHNICAL ISSUES.
EX2 ALL SITE EXCAVATION TO BE PERFORMED IN ACCORDANCEWITH ITEMS NOTED IN THE ABOVE LISTED REPORT.
EX3 THE EARTHWORKS CONTRACTOR IS TO CONTACT OR MEETWITH THE GEOTECHNICAL ENGINEER PRIOR TOCOMMENCEMENT OF ANY EXCAVATION TO DETERMINEAPPROPRIATE TECHNIQUES AND HOLD POINTS.
EX4 TEMPORARY BATTER CUT TO ROCK TO BE FORMED AT NOSTEEPER THAN 1 V : 1 H. PERMANENT BATTER TO BECONFIRMED ON SITE IN CONSULTATION WITH THEGEOTECHNICAL ENGINEER.
SITE PREPARATION
SP1 REFER TO GEOTECHNICAL REPORT FOR EXISTING SOILCONDITIONS.
SP2 ALL ORGANIC & DELETERIOUS MATERIAL TO BE COMPLETELYCLEARED FROM SITE WORKS AREA.
SP3 PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURALCONSTRUCTION THE ENTIRE SITE AREA IS TO BE COMPACTED ANDTESTED IN ACCORDANCE WITH AS1289.5.1.1 OR .5.1.2 - 1993TO PRODUCE THE FOLLOWING: -98.0% STANDARD COMPACTIONAT THE SURFACE AND AT 200MM BELOW SURFACE LEVEL.FREQUENCY OF FIELD DENSITY TESTS SHALL BE CARRIED OUT INACCORDANCE WITH AS3798 - 2007 TABLE 8.1 TESTING SHALL BEEVENLY SPACED OVER THE ENTIRE SITE, AND AT RANDOMLOCATIONS. TEST RESULTS SHALL BE FORWARDED TO THEENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORKS.
SP4 PROOF ROLL EXPOSED SUBGRADE PRIOR TO COMMENCEMENT OFCIVIL AND STRUCTURAL CONSTRUCTION. CONDUCTED UNDERGEOTECHNICAL SUPERVISION.
SP5 BOX OUT ANY SOFT AREAS AND FILL AND COMPACT WITHIMPORTED FILL.
SP6 PLACE IMPORTED FILL IN MAXIMUM 200 LOOSE LAYERS & COMPACTTO 98%STD >1M BELOW B.E.L.) AND 100%STD (<1m BELOW B.E.L.)AND TO WITHIN +/-2% OF OMC.
SP7 IMPORTED FILL IS TO BE CRUSHED SANDSTONE OR RIPPED SHALE,WITH A MINIMUM CBR OF 30%, PI 8% AND A MAX PARTICLE SIZEOF 75mm.
STORMWATER DRAINAGE
SD1 PIPES UP TO 300mm DIAMETER SHALL BE SEWER GRADEUPVC WITH SOLVENT WELDED JOINTS.
SD2 ALL "INTERNAL WORKS" WITHIN PROPERTY BOUNDARIESSHALL COMPLY WITH THE REQUIREMENTS OF AS/NZS 3500.3(CURRENT EDITION).
SD3 ALL STORMWATER PIPES SHALL BE PROVIDED WITH MINIMUMPIPE COVER TO COMPLY WITH THE REQUIREMENTS OFAS/NZS 3500.3 (CURRENT EDITION).
SD4 INSTALLATION OF ALL BURIED CONCRETE STORMWATER PIPES SHALLCOMPLY WITH THE REQUIREMENTS OF AS/NZS 3725 (CURRENTEDITION) DESIGN FOR INSTALLATION OF BURIED CONCRETE PIPES.
SD5 ENLARGERS, CONNECTORS AND JUNCTIONS SHALL BEPREFABRICATED FITTINGS WHERE PIPES ARE LESS THAN300mm DIAMETER.
SD6 ALL STORMWATER DRAINAGE LINES SHALL HAVE A MINIMUMFALL OF 1% UNLESS NOTED OTHERWISE ON THE DRAWINGS.CARE SHALL BE TAKEN WITH SETTING LEVELS OF STORMWATERDRAINAGE LINES. GRADES SHOWN ON THE DRAWINGS SHALLNOT BE REDUCED WITHOUT THE WRITTEN CONSENT OFTRIAXIAL CONSULTING.
SD7 GRATES AND COVERS SHALL COMPLY WITH THEREQUIREMENTS OF AS 3996 (CURRENT EDITION).
SD8 AT ALL TIMES DURING THE CONSTRUCTION OF STORMWATERPITS, ADEQUATE SAFETY PROCEDURES SHALL BE DOCUMENTEDAND EXECUTED TO MITIGATE THE RISK OF PERSONAL INJURYAS A RESULT OF FALLS INTO PITS.
SD9 ALL EXISTING STORMWATER LOCATIONS, INCLUDING INVERTS,TO BE CONFIRMED BY THE BUILDER/CONTRACTOR PRIOR TOTHE COMMENCEMENT OF CIVIL WORKS ON SITE.
SD10 ALL EXISTING STORMWATER DRAINAGE LINES AND PITS THATARE TO REMAIN SHALL BE INSPECTED AND CLEANED. DURINGTHIS PROCESS ANY PART OF THE STORMWATER DRAINAGESYSTEM THAT WARRANTS REPAIR SHALL BE REPORTED TO THESUPERINTENDANT/ENGINEER FOR FURTHER DIRECTIONS.
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ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
0 5 102m 20m15
SCALE 1:200 AT A1 SHEET | 1:400 AT A3 SHEET
NOT FOR CONSTRUCTION
CHECK PRINTENG/DRAFTER:
DATE:
NOTE:THIS IS A PLANNING DRAWING ONLY, FOR THE PURPOSE OFCONCEPTUAL DESIGN AND/OR PLANNING. FURTHERDETAILED ENGINEERING DESIGN INCLUDING SPECIFICATIONS,SIZING AND STORMWATER INVERTS TO BE PROVIDED PRIORTO BUILDING RULES ASSESSMENT AND CONSTRUCTION.
RMS RMS JUN '19
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
41
40
39
38
38
39
38
39
40
40
3939
38
38
38
39.71
39.70
39.72
39.72
39.72
39.73
39.75
39.74
39.70
39.63
39.5639.53
39.51
39.47
39.50
39.54
39.60
39.60
39.66
40.80
40.83
40.84
38.89
38.87
37.75
37.79
37.87
38.19
37.83
37.80
37.70
38.88
38.13
41.49
38.84
38.80 38.80
41.51
37.86
37.80
37.80
37.92
38.62
38.15
38.61
38.24
38.2437.97
37.9638.24
37.79
37.79
37.79
38.35
39.03
37.99
37.80
37.83
39.02
37.9637.97 37.96
37.8237.86
37.85
38.04 37.86
37.97
38.72
38.73
38.38
37.97
37.76
37.99
37.96
38.0238.25
38.26
37.87
37.95
37.95
37.92 37.92
37.97
37.93
37.94
37.94
37.93
37.9237.9137.94
37.9437.94
37.98
37.96
37.96 37.95
37.97
37.96
37.96
37.95
37.96
37.9237.93
37.93
37.92
37.92
37.96
38.39
38.0038.39
37.97
37.99
38.37
37.99
38.34
38.49
38.39
37.88
37.5437.59
37.82
38.56
38.77 38.7638.64
37.96
37.96
37.96
37.98
38.00
38.1138.11
38.48
38.2238.20
38.13
38.12
38.9338.9538.71
39.31
39.3139.30
39.11 38.9538.75
38.7138.7938.65
38.71
38.88 38.9738.73
39.0239.22
39.26
39.04 38.85
39.06
38.3938.53
38.54 38.39 38.41
38.5438.59
38.29
38.17
38.2538.48
38.4838.03
37.96
38.15
38.4638.19
38.2338.4338.46 37.93
37.9038.15
37.91
38.03
38.20
38.49
38.38 38.18
38.06
37.93 37.99
37.97
37.98
38.5238.51
38.7638.59
38.7938.75
38.6338.60
38.47
37.97
38.42
38.73
37.9437.93
37.9837.93
37.94
38.8638.93
38.8438.1638.93
38.86
38.4738.47 38.20
38.08
37.97
38.29 38.4438.4137.9138.92
38.84
38.2038.96
38.92
38.30
38.37
38.45 38.95
38.67
38.54
38.6038.59
38.57
38.97
38.86
38.3438.3638.35
38.38
38.95
38.99
38.4338.46
38.8638.86
38.80
38.8738.87
38.4938.48
38.9138.58
38.54
38.8438.98
38.87
38.8739.00
38.94
37.7937.79
37.84
37.8437.85
37.7937.80
37.8637.81
37.90
37.89
37.9637.93
37.9437.94
37.88
37.8337.82
37.8037.78
37.8237.80
37.8637.84
37.9137.87
37.9737.9737.99
37.98
37.9237.87
37.8937.94
38.41
38.5138.08
38.0137.90
37.8837.88
38.48
37.95
37.8537.85
37.91
38.39
38.40 38.01
38.0738.45
38.4538.09
38.28
37.98 37.98 39.02
39.04
39.03
39.04
37.9537.95
38.49
38.66
37.9237.83
37.96 37.85
37.83
38.51
37.93
37.85
37.98
37.94
37.9837.9637.98
39.05
39.03
39.02
39.0337.99 37.98
38.58
38.41
38.02
38.04
38.04
38.34
38.45
37.98
38.0338.41
38.40
38.00
37.9937.96
38.02 38.34
38.01
38.02
38.10
38.3938.35
37.95
37.96
37.9637.96
37.96
37.96
37.89
38.53
38.5037.88
37.97 38.5838.59
38.60
37.93
37.84
G 38.00
G 38.00
G 40.84
G 40.84
G 40.20
G 40.20
G 41.21
G 40.79 G 40.28
G 41.23
G 41.24
G 42.37
G 41.06
G 41.84
G 41.84
G 43.69
G 43.74
G 43.69
G 41.88
G 41.04
G 40.95
G 44.45
G 44.76
G 41.07G 41.58
G 41.78
G 41.77G 41.27
G 41.28
G 44.63G 44.78
G 44.75
G 43.70G 42.13
G 42.13
G 43.06
G 43.06
G 43.75
G 43.72
G 44.22
G 41.73
G 44.77
G 41.71
G 41.30
G 41.25
G 42.15
G 40.73
G 41.23
G 40.85
G 40.81
G 41.56G 41.53
G 43.04
G 43.06
40.57
38.59
38.40
38.58
38.69
38.85
38.96
39.05
39.34
37.27
37.08
37.41
37.65
37.58
37.65
37.96
37.92
37.56
38.12
38.25
38.32
38.64
38.79
38.69
38.63
38.45
38.25
37.81
38.07
38.40
38.6538.39
38.44
38.33
38.27
38.10
38.18
37.92
38.04
37.76
37.67
37.94
37.98
37.82
37.85
37.96
37.95
37.28
37.30
37.29
37.04
38.00
37.90
37.44
37.16
37.05
37.2837.20
37.27
37.50
37.77
37.62
38.27
38.55
38.17
38.34
38.34
38.40
38.35
38.37
38.34
38.26
38.37
37.83
37.88
37.96
38.01
38.03 38.00
38.01
37.91
37.99
38.03
38.0638.12
38.15
37.37
37.43
37.58
37.69
37.7837.99
37.81
37.94
37.98
38.26
37.77
37.85
37.95
37.97
37.94
37.94
37.5537.63
37.7037.71
37.68
37.65
37.73
37.80
37.87
37.9437.95
38.92
38.8338.83
38.87
39.15
39.40
39.42
39.22
38.90
38.9138.91
38.85
41.01
38.83
40.25
39.91
40.25
38.36
38.6738.76
38.77
39.71
39.84 39.59
38.29
38.4438.30
38.89
37.96
38.45
38.14
37.93
38.04
38.94
38.10
38.10
39.06
37.87
37.87
39.96 39.75
39.5538.98
38.79
38.75
37.91
38.85
38.88
38.5138.68
38.68
38.76
38.90
38.90
38.89
37.9737.96
37.97
37.99
37.97
37.9437.94
37.99
37.98
37.99
37.96
38.42
38.37
38.34
38.40
37.92
37.95
37.99
37.99
37.98
R 41.62
R 41.63
R 42.21
R 41.80R 41.69
R 41.63
R 42.23
R 42.58
R 42.54
R 40.48
R 40.04
R 40.13
R 40.44
R 40.45
R 43.53
R 42.21
R 43.54
R 42.21
R 43.53
R 44.31
R 43.54
R 42.54R 42.53
R 42.53
R 40.47R 40.47
R 45.54
R 44.61
R 44.64
R 42.60
R 40.75
R 40.74
R 42.23R 42.23
R 43.13
R 45.62
R 45.62
R 45.61
R 45.62
R 41.07
R 46.77
R 41.05 R 41.06
R 43.12
R 44.96
R 43.16
R 43.16
R 41.51
R 43.49R 42.23
R 41.53
R 45.52
R 44.66
R 41.97 R 42.21
R 43.83
R 45.17
R 43.84
R 45.28
R 43.03
R 44.04
R 44.16
R 43.02 R 43.03
R 41.63
R 40.66
R 41.44
R 41.07
R 41.62
R 41.63
R 41.43
R 41.45
R 40.65
R 44.97
38.30
38.21
38.70
37.97
38.01
37.96
37.89
37.96
37.56
37.80
38.6938.54
38.60
38.59
38.34
38.16
38.28
37.96
38.73
38.74
38.80
38.79
38.01
38.01
38.20
38.21
38.33
38.68
38.59
38.02
38.01
38.01
38.01
37.99
37.99
37.55
37.52
37.38
37.19
37.23
40.11
39.85
39.68
39.40
39.20
39.18
39.27
39.42
39.49
39.76
39.62
38.86
38.19
39.05
39.20
38.74
38.56
37.63
37.60
37.35
38.56
37.84
38.01
38.24 38.23
38.23
37.95
38.82
38.85
39.74
38.58
38.60
38.6138.60
38.56
38.04
38.66
38.35
38.35
38.32
38.51
38.73
38.56
37.14
38.01
38.00
37.39
37.34
37.61
37.31
37.50
37.49
37.54
37.23
37.21
37.9637.99
38.66
38.54
38.74
38.62
38.3938.85
38.7038.94
38.32
38.7238.43
38.84
39.1938.97
39.24
39.28
39.39
39.36
39.44
38.93
38.9139.34
39.1039.1038.95
38.04
38.01
38.03
38.15
38.0238.0938.06
37.91 37.89
37.84
39.72
41.05
40.91
40.60
40.42
39.34
39.46
40.01
39.98
40.41
39.8640.22
40.12
39.88
39.77
39.96
39.35
38.68 38.83
38.09
37.80
38.2038.12
37.99
38.47
38.61
37.91
37.7537.62
37.61
37.47
38.46
38.5438.62
38.80
38.86
38.88
39.08
39.11
39.20
39.25
39.25
40.82
40.52
40.32
40.10
39.88
39.72
39.78
39.52
39.31
39.15
39.07
38.96 38.80
38.76 38.55
37.79
37.66 37.60
37.55
37.57
37.59
37.60
37.70
37.74
37.80
37.07
37.00
37.23
37.26
37.42
37.5137.47
37.4137.70
38.17
37.9537.96
37.98
38.00
37.9737.97
38.00
37.93
38.05
38.06
38.10
38.21
38.31
38.42
38.19
38.1338.06
37.88
37.81
37.8438.09
38.11
38.06
38.09
38.20
37.59
37.52
37.43
37.44
37.95
37.96
38.78
38.9038.95
38.90
38.83
38.51
38.64
38.92
39.33
39.69
39.80
39.52
40.76
40.49
40.17
40.03
39.90
39.64
39.53
39.66
39.72
39.41
39.40
37.89
38.19
38.09
38.16
37.98
38.03
37.87
37.90
38.23
38.39
38.4138.46
38.55
37.73
37.80
37.6837.66
37.5437.56
37.6037.48 37.48
37.44
37.41
37.44
37.38
37.28
40.79
40.26
40.03
39.83
39.81
39.72
39.62
39.50
39.43
39.39
39.30
39.17
39.07
38.92
38.79
38.7538.71
38.59
38.56
37.03
37.17
37.21
37.77
37.34
37.7837.7337.69
37.62 37.64
37.6837.66
37.79
37.62
37.78
37.80
37.8437.89
37.93
36.99
36.96
37.07
37.22
37.33
37.36
37.50
37.79
37.71
37.7637.73
37.51
37.54
37.53
37.52
37.49
37.54
37.9838.01
37.75
37.56
37.5337.47
37.5037.40
37.32
37.21
37.11
37.03
37.07
37.08
37.39
37.50
37.49 37.36
37.37
37.49
37.4937.38
37.86
37.91
38.1038.07
38.04
37.8937.86
37.91
37.95
37.89
37.96
37.73
37.77
37.75
37.78
39.49
39.4939.4339.47
38.46
38.4938.4338.38
37.91
37.92
37.85
37.79
37.7237.71
37.7437.80
38.5438.62
39.0639.03
38.7538.51
37.9838.03
37.9537.90
37.88
37.9037.88
37.9137.90
37.90
37.8937.90
37.9237.90
37.87
37.86 37.8837.87
37.8637.93
37.90
37.93
37.95
38.90
38.85
37.42
38.43
38.41
38.48
38.55
38.29
38.11
37.99
38.06
37.91
37.81
37.66
37.54
37.41
37.28
38.81
38.64
38.92
39.04
39.16
39.28
39.48
39.36
39.58
39.78
40.00
40.24
40.53
38.38
38.68
37.98
37.9637.98
37.97
38.6138.52
38.0538.10
38.13
38.10
38.2438.23
38.27
38.27
38.5838.54
38.5938.60
37.92
37.91
37.9037.96
37.95
37.9437.95
37.8837.88
37.81
37.8137.81
37.93
37.9137.81
38.71
38.86
38.8538.89
38.87
38.81
37.88
37.8537.86
37.9637.94
37.9537.96
37.98
38.00
38.2938.42
38.62
38.88
38.82
38.84
38.89
38.48
38.55
38.52
38.50
38.58
38.36
38.29 38.27
37.07
37.26
37.23
37.17 37.15
37.11
37.11
37.14
37.19
37.23
37.27
37.29
37.33
37.38
37.41
37.43
37.45
39.70
39.69
39.68
39.67
39.68
39.68
39.62
39.63
39.67
39.66
39.64
39.65
39.65
39.55
39.58
39.59
39.60
39.59
39.58
39.55
39.54
39.54
39.53
39.53
39.86
39.88
39.81
39.77
39.75
39.72
39.46
39.56 39.51
39.47
39.42
39.39
39.35
39.29
39.24
39.18
39.12
39.08
39.05
39.10
39.17
39.21
39.25
39.30
39.34
39.38
39.42
38.46
38.37
38.07
39.13
39.35
40.32
40.57
40.64
38.12
38.07
38.25
38.28
38.65
38.55
38.61
37.56
37.56
37.59
37.58
37.60
37.60
37.28
37.26
37.93
37.91
37.92
37.9337.94
39.39
39.59
39.45
37.89
38.77
38.4138.30
38.4038.41
38.46
38.30
38.21
38.2438.2038.33
38.17
38.29 38.3138.18
38.21
38.23
38.25
38.2038.33 38.29
38.1938.22
38.25
38.1438.17
38.0438.0138.12
38.13
38.01 38.08
38.04
37.8637.86
37.95
37.82
37.73 37.73
37.6237.6237.69
37.59
37.49 37.49
37.50
37.42 37.40
37.53
37.64
37.4537.44
37.53
37.4137.31 37.31
37.33
37.24 37.23
37.2037.27
37.20
37.17
37.09
37.17
37.25
37.25
38.3438.37
38.3438.45
38.5138.4938.4038.43
38.42
38.7638.60
38.6138.60
38.7338.7138.79
38.92
39.0638.92
38.8738.87
39.0238.98
38.99
39.24
39.0939.08
39.07
39.10
39.22
39.15
39.1439.19
39.26
39.40
39.2739.30
39.42
39.39 39.52
39.5839.47
39.49
39.7139.59
39.61
39.9239.80
39.83
40.16
40.0340.07
40.3440.31
40.43
40.68
39.83
39.94
39.73
37.4637.42
37.41
37.40
37.51
37.43
37.4037.38
37.34 37.41
37.2937.25
37.22
37.3137.21
37.18
37.3837.3237.3037.28
37.2637.2237.19
37.16
37.15
37.13
37.17
37.1237.09
37.05
37.20
37.1837.1437.1037.0737.07
37.11
37.10
37.1137.08
37.04
37.0137.01
37.05
36.9736.9736.98
37.0037.0037.11
36.9536.9337.04
36.9436.9237.01
36.96
36.98
37.1437.02
37.05
37.4137.30
37.4537.59
37.64
37.93
37.56
37.41
37.55 37.51
37.36
37.3237.33
37.4037.51
37.40
37.52
37.51
37.39
37.36 37.31
37.43
37.3037.31
37.46
37.48
37.36
37.39
37.43
37.42
37.58 37.49
37.51
37.56
37.56
37.56
37.68 37.57
37.56
37.56
37.68
37.5937.48
37.4837.48
37.49
37.49
37.82
37.89
37.88
38.82
38.97
38.96
38.8338.74
38.7238.82
39.08
39.0738.97
39.01
39.16
39.2639.13
39.22
39.35
39.41
39.5339.33
39.44
39.3239.23
39.14 39.2339.19
39.09
38.9339.00
38.9238.84
38.8038.90
38.83
38.8338.8738.82
38.83
38.82
38.77
38.7038.70
38.7138.69
38.7038.66
38.8138.93
38.8338.73
38.59
38.5038.53
39.8039.8639.86
39.96
39.9740.09
40.0239.91
39.90
39.8639.80
39.83
39.82
39.90
39.7939.77
39.7839.77
39.86
39.88
39.85
39.91
39.78
39.77
39.74
39.7539.78
39.66 39.66
39.6539.65
39.65
39.78
39.8139.69
39.67
39.47
39.4739.57
39.2939.20
39.20
39.2239.09
39.09
39.0138.99 39.08
38.92
38.7638.79
39.07
39.10
39.01
38.8638.87
39.07
39.0639.15
39.01
38.9738.88
38.89
39.19
39.1039.13
39.50
39.3939.33
39.51
39.61
39.52 39.56
39.6239.3039.33
39.40
38.9938.88
38.91
38.74
38.53
38.49
38.56
38.92
39.2239.31
39.68
39.58
39.7439.60
39.65
39.51
39.58
39.67
39.69
39.52
39.6439.60
39.65
39.7839.73 39.72
39.7839.78
39.75
T-S3D0.2H6
T-S2D0.2H6
T-S5D0.3H12
T-S4D0.2H12T-S5D0.3H12
T-S4D0.2H12
T-S2D0.1H7
T-S3D0.2H8
T-S4D0.2H10
T-S4D0.4H12
T-S3D0.3H12
T-S3D0.3H10
T-S3D0.3H10
T-S5D0.4H12
T-S5D0.3H12T-S5D0.3H12
T-S4D0.3H11
T-S2D0.1H5
T-S3D0.2H9
T-S5D0.2H9
T-S3D0.2H10T-S4D0.3H10
T-S6D0.3H12
T-S2D0.2H7
T-S4D0.4H12
T-S3D0.2H14
T-S4D0.3H11
T-S2D0.2H10
T-S4D0.3H12
T-S3D0.2H9
T-S4D0.3H12
T-S6D0.4H15T-S5D0.4H13
T-S4D0.3H12
T-S7D0.5H15T-S4D0.3H10
T-S4D0.3H10
T-S4D0.3H10
T-S5D0.4H14
T-S2D0.1H8
T-S4D0.3H12T-S3D0.2H10
T-S5D0.4H15
T-S4D0.3H10
T-S4D0.2H12
T-S2D0.2H13
T-S2D0.2H13T-S2D0.2H15
T-S3D0.2H10T-S6D0.4H15
T-S5D0.3H15T-S4D0.2H12
T-S3D0.3H13T-S4D0.4H15
T-S3D0.4H15
T-S4D0.4H15T-S4D0.3H11
T-S2D0.1H8
T-S3D0.4H12
T-S3D0.3H15
T-S4D0.4H15
T-S3D0.3H8
T-S3D0.4H11
T-S3D0.3H15
T-S5D0.4H15
T-S8D0.5H15
T-S6D0.5H15T-S2D0.1H8
T-S3D0.2H10
T-S5D0.4H15 T-S5D0.4H15
T-S3D0.2H10
T-S4D0.3H15
T-S4D0.3H15T-S5D0.3H15
T-S2D0.1H5
T-S2D0.2H7T-S3D0.2H12
T-S6D0.4H15
T-S3D0.2H12 T-S3D0.3H15
T-S2D0.1H9
T-S4D0.4H13T-S2D0.2H9
T-S4D0.3H15
T-S5D0.5H15
T-S2D0.2H10T-S1D0.1H7
T-S6D0.5H15
T-S5D0.4H15
T-S5D0.4H15
T-S6D0.4H15
T-S3D0.3H14
T-S3D0.3H14
T-S4D0.3H15T-S4D0.3H15
T-S3D0.3H14
T-S3D0.3H12
T-S2D0.1H9
T-S4D0.3H10 T-S5D0.3H8
T-S3D0.2H7
T-S3D0.2H9
T-S2D0.2H9
T-S2D0.2H7
T-S3D0.2H8
T-S3D0.1H8
T-S3D0.1H8
T-S2D0.1H6
T-S3D0.2H8
T-S3D0.1H8T-S2D0.1H6
T-S3D0.1H8
T-S3D0.2H9
T-S3D0.2H9
T-S3D0.2H9
T-S4D0.3H11
T-S3D0.2H9
T-S2D0.1H8
T-S2D0.1H7
T-S2D0.1H7
T-S3D0.3H10
T-S3D0.3H10
T-S2D0.2H8
T-S4D0.4H10 T-S4D0.3H10
T-S4D0.3H12
T-S2D0.2H5
T-S2D0.2H7
T-S2D0.2H5
T-S2D0.2H5
T-S2D0.2H7
T-S5D0.4H12
T-S4D0.2H10
T-S3D0.2H8
T-S3D0.2H8
T-S4D0.3H12
T-S3D0.2H7
T-S4D0.3H12
T-S4D0.3H12
T-S3D0.2H8
T-S2D0.2H6
T-S4D0.3H12
T-S2D0.1H6
T-S3D0.2H8
T-S4D0.2H11
T-S4D0.3H12
T-S3D0.2H10T-S4D0.3H12
T-S4D0.4H12
PAVING
SEATT-S4D0.3H11
T-S3D0.3H5
T-S1D0.1H9
PAVING
SEAT
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE M
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LINE M
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LINE M
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LINE M
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LINE M
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LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKINGLINE M
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LINE MARKING
LINE MARKING
LINE MARKING
STW GRATE
SL 38.11IL 37.52
300mm
Ø
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
UPRIGHT CONCRETE
METAL
GATE
SMH
S
SMH
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SI
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CON
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LP
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METAL BUILDING
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COL
WALL
WALL
WALL
WALL
WALL
WALL
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WALL COLCOLCOL
COLCOLCOL
COLCOLCOLCOLCOLCOLCOL
COLCOLCOLCOLCOL
COLCOL
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WALL
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UPITU
UPITU
UPITU
UPITU
UPITU
UPITU
UPITU
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T-S4D0.3H12
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COL
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RWT
RWB
RWB
RWB
RWB
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COL RWB
LINE MARKING
UPRIGHTKERB
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PATH
TPITT
T-S3D0.3H12 T-S4D0.3H7
T-S4D0.3H10
T-S4D0.3H15
T-S5D0.4H20
T-S3D0.3H12
T-S3D0.3H15
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING LINE M
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LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
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SEAT
SEAT
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SEAT
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WALLWALL
W2
D1W
3W
4W
5
W6
W7
D2
D3
D4
W8
W9
RAIL
W10
CON
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W11
W12
W13
W14
W15
W16
W17
W18
W19
W20
W21
W22
D5
MET FCE
W23
W24
W25
D6W
26
W27
W28
FLAG POLEFLAG POLE
W29
W30
D7 D8W
31
W32
W33
W34
D9
W35
W36
LP
LP
W45
W46
BOT O
F RET
WALL
W47
D11W
48
W49
W50
W51
W52
W53
D12W
54W
55W
56W
57
CON
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PATH
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RET
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W63
D17W
64 W67
D18W
68 D19W
69 W70 W
71
D20
W72
W73 W
74 W75
SHED
SIP
W76
W77
W78
W79
W80
W81
W82
W83
W84
W85
W86
W87
W88
W89
W90
W91
W92
D20
W93
W94
W95
W96
W97
W98
W99
W100 W
101
D21
SIP
D22
D23
D24
W102
W103
W104
W105
W106
W107
D25
D26
D27 W108
W109
D28
SIP
PAVING
TOP OF RET WALL STEP
METAL FENCE
HYDH
METAL FENCE
METAL FEN
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UPRIG
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KERB
CONC
ICV
TOP OF RET WALL
BOT OF RET WALL
STEP
RWT
CONCRETE
RWT
BOT OF RET WALL
WALL
TANK
D36
D37
W136
W137
D38
W175
W176
D51
W177
W178
W179
W180
D52
D53W
181
W182D54
W183
D55W
184
W185
W189
W190
D56D57
D58 W191 D59
W192
W193
W194
W195
W197
D60W
198
W199
W200
W201
LP
LP
LP
LP
LP
METAL FENCE
LP
SI
SI
TOP OF BANK
METAL FENCE
METAL FENCE
SIP
WALL
UPRIGHT
KERBCONCRETE
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HT
METAL FENCE
CON
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METAL FENCE
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METAL FENCE
GATE
TOP OFRET WALL
RET WALL
METAL FENCE
UPRIGHT CONC KERB
METAL FENCE
LP
GATE
METAL FENCE
STW GRATE
SL 39.52IL 38.54
STW GRATE
SL 39.49IL 38.78
225mm
Ø
CONC
KERB
UPRIGHT
FCE
UPRIGHT
CONC KERB
CONC ROLL KERB
TOP OF
SI
CONC
39.16
KERB
UPRIGHT
HYDH
UPRIGHT
KERB
CONC STW GRATE
SL 38.90IL 38.12
225mm
Ø
UPRIGHT
CONCKERB
PAVING
STW GRATE
SL 38.52IL 37.77
225mm
Ø
METAL FENCE
STW GRATE
SL 37.81
STW GRATE
SL 37.78IL 36.52
450mm
Ø
STW GRATE
SL 37.83IL 36.62
375mm
Ø STW GRATE
SL 37.81STW
GRATESL 37.76
IL 36.80375m
m Ø
STW GRATE
SL 37.40IL 35.83
500mm
Ø
STW GRATE
SL 37.20IL 36.19
375mm
Ø
STW GRATE
SL 37.39IL 36.30
375mm
Ø
STW GRATE
SL 38.25IL 37.83
STW GRATE
SL 37.70IL 36.56
100mm
Ø
STW GRATE
SL 37.53IL 36.62
300mm
Ø
STW GRATE
SL 37.92IL 37.38
STW GRATE
SL 37.59IL 36.95
300mm
Ø
STW GRATE
SL 37.76IL 36.99
225mm
Ø
STW GRATE
SL 37.85
STW GRATE
SL 37.86
STW GRATE
SL 37.84IL 36.72
375mm
Ø
IL 36.78375m
m Ø
STW GRATE
SL 37.91
STW GRATE
SL 38.44
STW GRATE
SL 38.02IL 37.20
300mm
Ø
STW GRATE
SL 38.77IL 38.19
225mm
Ø
STW GRATE
SL 38.68IL 38.11
225mm
Ø
STW GRATE
SL 38.22IL 37.65
225mm
Ø
STW GRATE
IL 37.50225m
m Ø
STW GRATE
SL 38.06
STW GRATE
SL 37.44IL 36.52
STW GRATE
SL 37.95
STW GRATE
SL 38.21IL 36.01
700mm
Ø
STW GRATE
SL 39.15IL 38.17
STW GRATE
SL 38.76IL 37.82
225mm
Ø
STW GRATE
SL 38.77
IL 37.83300m
m Ø
UPRIGHTKERB
CONC
IL 38.08225m
m Ø
STW GRATE
SL 38.83
STW GRATE
SL 38.84
UPITU
SMH
SIPSIP
IL 37.70225m
m Ø
SIP
SIPUPIT
U
STW GRATE
SL 37.83IL 36.81
375mm
Ø
IL 36.72375m
m Ø
IL 36.62375m
m Ø
ICV
SIPSIP
ICV
PAVING
BOT O
F RET
STW GRATE
SL 37.73
STW GRATE
SL 37.84
WALL
IL 36.81225m
m Ø
IL 37.31150m
m Ø
RWT
RWT
STW GRATE
SL 38.23
TOP OF RETAINING WALL
PAVING
STW GRATE
SL 38.79
HYDH
ISV
IL 37.17375m
m Ø
GATE
METAL FENCE
IL 36.52300H
700W
IL 36.54750m
m Ø
METAL
FENCE
METAL FENCE
STW GRATE
SL 37.21IL 36.31
400mm
Ø
STW GRATE
SL 36.90IL 35.39
500mm
Ø
STW GRATESL 37.49IL 36.44
300mm ØIL 36.78225mm ØIL 36.41
375mm
Ø
STEPICV
ISV
ISV
ISV
IL 36.34375m
m Ø
IL 36.31300m
m Ø
CON
C
METAL FENCE
IL 35.90400m
m Ø
IL 35.34500m
m Ø
IL 35.81500m
m Ø
IL 35.87300m
m Ø
METAL FENCE
WIRE M
ESH FENCE
METAL FENCE
GATE
SWO
GATE
CONC
IL 36.17375m
m Ø
IL 36.21375m
m Ø
IL 36.36150m
m Ø
IL 36.32375m
m Ø
STW GRATE
SL 37.48IL 36.45
300mm
ØIL 36.98
225mm
ØIL 37.53
150mm
Ø
IL 37.68100m
m Ø
SEAT
HYDH
HYDH
IL 36.73600m
m Ø
SVSVHYDHSIMETALFENCE
TPITT
METAL
FENCE
METAL
FENCE
HYDH
FENCE
METAL
TIMBER FENCE
EPIT E KIOSK
FENCE
METAL
SI
IL 37.09225m
m Ø
METAL
FENCE
STW GRATE
SL 37.90
GASM
IL 36.67300m
m Ø
IL 36.67100m
m Ø
IL 36.53400m
m Ø
IL 36.58300m
m Ø
STW GRATE
SL 37.80IL 37.40
STEP
STW GRATE
SL 37.16IL 35.36
600mm
Ø
IL 35.28600m
m Ø
IL 36.95300m
m Ø
TAP
STW GRATE
SL 38.03IL 35.90
700mm
Ø
37.97 37.97
METAL FENCE
WM
PAVINGLINE MARKING
(B)
(C)
279° 50' 40"
4.04
251° 04' 50"4.04
4.045 222° 33' 25"
8° 52' 45"
38.615
8° 52' 45"
65.62
GOAL POST
GOAL POST
13.465208° 44' 15"
CH 23.210 ARC 23.225 RAD 178.75 230° 18' 55"
CH 9.245ARC 9.3RAD 23.75
241° 09' 45"
11.45253° 08' 55"
CH 37.53ARC 37.6
RAD 175.0246° 45' 00"
252° 53' 25"35.25
BUCKWELL DRIVE
179.6860° 47' 40"
179.6860° 47' 40"
8° 52' 45" ~ 65.62
11DP 862683
3153DP 805287
3151DP 805287
7DP 792478
7DP 792478
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SI
101DP 1096279
2.8ha(BY DP 805287)
101DP 1096279
2.8ha(BY DP 805287)
101DP 1096279
2.8ha(BY DP 805287)
TOP O
F RET WALL
METAL
SIP
UPRIGHT
CONC
KERB
WALL
SIPx2
294° 13' 40"85.45
DP 792478
11DP 862683
3153DP 805287
3151DP 805287
139.325158° 43' 15"
BENCHMARKNAIL IN KERB
RL 39.19m (AHD)
SINGLE STOREY
BRICK BUILDING
RAILRAILRAILRAILRAIL
NOTE:1. THIS IS AN ENGINEERING SURVEY PLAN AND SHALL NOT BE TAKEN AS A
CADASTRAL OR IDENTIFICATION SURVEY. BOUNDARY DATA IF SHOWN,SHOULD BE TAKEN AS A GUIDE ONLY.
2. REFER TO THE CERTIFICATE OF TITLE FOR EASEMENT DETAILS (IF ANY).3. NO UNDERGROUND SERVICES HAVE BEEN LOCATED.4. CONTOUR INTERVAL 0.5m5. TBM - REFER TO SURVEY DRAWINGS BY OTHERS
ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
EXISTING SITE PLAN
C2.00 0NOT FOR CONSTRUCTION
CHECK PRINTENG/DRAFTER:
DATE:SCALE 1:400 AT A1 SHEET | 1:800 AT A3 SHEET
0.0 8.04.0m 16.0 24.0 32.0 40.0m
EXISTING SITE PLANSCALE 1:400
RMS RMS JUN '19
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
BLOCK F
BLOCK G
B
L
O
C
K
H
BLOCK A
41
40
39
38
38
39
38
39
40
40
3939
38
38
38
39.71
39.70
39.72
39.72
39.72
39.73
39.75
39.74
39.70
39.63
39.5639.53
39.51
39.47
39.50
39.54
39.60
39.60
39.66
40.80
40.83
40.84
38.89
38.87
37.75
37.79
37.87
38.19
37.83
37.80
37.70
38.88
38.13
41.49
38.84
38.80 38.80
41.51
37.86
37.80
37.80
37.92
38.62
38.15
38.61
38.24
38.2437.97
37.9638.24
37.79
37.79
37.79
38.35
39.03
37.99
37.80
37.83
39.02
37.9637.97 37.96
37.8237.86
37.85
38.04 37.86
37.97
38.72
38.73
38.38
37.97
37.76
37.99
37.96
38.0238.25
38.26
37.87
37.95
37.95
37.92 37.92
37.97
37.93
37.94
37.94
37.93
37.9237.9137.94
37.9437.94
37.98
37.96
37.96 37.95
37.97
37.96
37.96
37.95
37.96
37.9237.93
37.93
37.92
37.92
37.96
38.39
38.0038.39
37.97
37.99
38.37
37.99
38.34
38.49
38.39
37.88
37.5437.59
37.82
38.56
38.77 38.7638.64
37.96
37.96
37.96
37.98
38.00
38.1138.11
38.48
38.2238.20
38.13
38.12
38.9338.9538.71
39.31
39.3139.30
39.11 38.9538.75
38.7138.7938.65
38.71
38.88 38.9738.73
39.0239.22
39.26
39.04 38.85
39.06
38.3938.53
38.54 38.39 38.41
38.5438.59
38.29
38.17
38.2538.48
38.4838.03
37.96
38.15
38.4638.19
38.2338.4338.46 37.93
37.9038.15
37.91
38.03
38.20
38.49
38.38 38.18
38.06
37.93 37.99
37.97
37.98
38.5238.51
38.7638.59
38.7938.75
38.6338.60
38.47
37.97
38.42
38.73
37.9437.93
37.9837.93
37.94
38.8638.93
38.8438.1638.93
38.86
38.4738.47 38.20
38.08
37.97
38.29 38.4438.4137.9138.92
38.84
38.2038.96
38.92
38.30
38.37
38.45 38.95
38.67
38.54
38.6038.59
38.57
38.97
38.86
38.3438.3638.35
38.38
38.95
38.99
38.4338.46
38.8638.86
38.80
38.8738.87
38.4938.48
38.9138.58
38.54
38.8438.98
38.87
38.8739.00
38.94
37.7937.79
37.84
37.8437.85
37.7937.80
37.8637.81
37.90
37.89
37.9637.93
37.9437.94
37.88
37.8337.82
37.8037.78
37.8237.80
37.8637.84
37.9137.87
37.9737.9737.99
37.98
37.9237.87
37.8937.94
38.41
38.5138.08
38.0137.90
37.8837.88
38.48
37.95
37.8537.85
37.91
38.39
38.40 38.01
38.0738.45
38.4538.09
38.28
37.98 37.98 39.02
39.04
39.03
39.04
37.9537.95
38.49
38.66
37.9237.83
37.96 37.85
37.83
38.51
37.93
37.85
37.98
37.94
37.9837.9637.98
39.05
39.03
39.02
39.0337.99 37.98
38.58
38.41
38.02
38.04
38.04
38.34
38.45
37.98
38.0338.41
38.40
38.00
37.9937.96
38.02 38.34
38.01
38.02
38.10
38.3938.35
37.95
37.96
37.9637.96
37.96
37.96
37.89
38.53
38.5037.88
37.97 38.5838.59
38.60
37.93
37.84
G 38.00
G 38.00
G 40.84
G 40.84
G 40.20
G 40.20
G 41.21
G 40.79 G 40.28
G 41.23
G 41.24
G 42.37
G 41.06
G 41.84
G 41.84
G 43.69
G 43.74
G 43.69
G 41.88
G 41.04
G 40.95
G 44.45
G 44.76
G 41.07G 41.58
G 41.78
G 41.77G 41.27
G 41.28
G 44.63G 44.78
G 44.75
G 43.70G 42.13
G 42.13
G 43.06
G 43.06
G 43.75
G 43.72
G 44.22
G 41.73
G 44.77
G 41.71
G 41.30
G 41.25
G 42.15
G 40.73
G 41.23
G 40.85
G 40.81
G 41.56G 41.53
G 43.04
G 43.06
40.57
38.59
38.40
38.58
38.69
38.85
38.96
39.05
39.34
37.27
37.08
37.41
37.65
37.58
37.65
37.96
37.92
37.56
38.12
38.25
38.32
38.64
38.79
38.69
38.63
38.45
38.25
37.81
38.07
38.40
38.6538.39
38.44
38.33
38.27
38.10
38.18
37.92
38.04
37.76
37.67
37.94
37.98
37.82
37.85
37.96
37.95
37.28
37.30
37.29
37.04
38.00
37.90
37.44
37.16
37.05
37.2837.20
37.27
37.50
37.77
37.62
38.27
38.55
38.17
38.34
38.34
38.40
38.35
38.37
38.34
38.26
38.37
37.83
37.88
37.96
38.01
38.03 38.00
38.01
37.91
37.99
38.03
38.0638.12
38.15
37.37
37.43
37.58
37.69
37.7837.99
37.81
37.94
37.98
38.26
37.77
37.85
37.95
37.97
37.94
37.94
37.5537.63
37.7037.71
37.68
37.65
37.73
37.80
37.87
37.9437.95
38.92
38.8338.83
38.87
39.15
39.40
39.42
39.22
38.90
38.9138.91
38.85
41.01
38.83
40.25
39.91
40.25
38.36
38.6738.76
38.77
39.71
39.84 39.59
38.29
38.4438.30
38.89
37.96
38.45
38.14
37.93
38.04
38.94
38.10
38.10
39.06
37.87
37.87
39.96 39.75
39.5538.98
38.79
38.75
37.91
38.85
38.88
38.5138.68
38.68
38.76
38.90
38.90
38.89
37.9737.96
37.97
37.99
37.97
37.9437.94
37.99
37.98
37.99
37.96
38.42
38.37
38.34
38.40
37.92
37.95
37.99
37.99
37.98
R 41.62
R 41.63
R 42.21
R 41.80R 41.69
R 41.63
R 42.23
R 42.58
R 42.54
R 40.48
R 40.04
R 40.13
R 40.44
R 40.45
R 43.53
R 42.21
R 43.54
R 42.21
R 43.53
R 44.31
R 43.54
R 42.54R 42.53
R 42.53
R 40.47R 40.47
R 45.54
R 44.61
R 44.64
R 42.60
R 40.75
R 40.74
R 42.23R 42.23
R 43.13
R 45.62
R 45.62
R 45.61
R 45.62
R 41.07
R 46.77
R 41.05 R 41.06
R 43.12
R 44.96
R 43.16
R 43.16
R 41.51
R 43.49R 42.23
R 41.53
R 45.52
R 44.66
R 41.97 R 42.21
R 43.83
R 45.17
R 43.84
R 45.28
R 43.03
R 44.04
R 44.16
R 43.02 R 43.03
R 41.63
R 40.66
R 41.44
R 41.07
R 41.62
R 41.63
R 41.43
R 41.45
R 40.65
R 44.97
38.30
38.21
38.70
37.97
38.01
37.96
37.89
37.96
37.56
37.80
38.6938.54
38.60
38.59
38.34
38.16
38.28
37.96
38.73
38.74
38.80
38.79
38.01
38.01
38.20
38.21
38.33
38.68
38.59
38.02
38.01
38.01
38.01
37.99
37.99
37.55
37.52
37.38
37.19
37.23
40.11
39.85
39.68
39.40
39.20
39.18
39.27
39.42
39.49
39.76
39.62
38.86
38.19
39.05
39.20
38.74
38.56
37.63
37.60
37.35
38.56
37.84
38.01
38.24 38.23
38.23
37.95
38.82
38.85
39.74
38.58
38.60
38.6138.60
38.56
38.04
38.66
38.35
38.35
38.32
38.51
38.73
38.56
37.14
38.01
38.00
37.39
37.34
37.61
37.31
37.50
37.49
37.54
37.23
37.21
37.9637.99
38.66
38.54
38.74
38.62
38.3938.85
38.7038.94
38.32
38.7238.43
38.84
39.1938.97
39.24
39.28
39.39
39.36
39.44
38.93
38.9139.34
39.1039.1038.95
38.04
38.01
38.03
38.15
38.0238.0938.06
37.91 37.89
37.84
39.72
41.05
40.91
40.60
40.42
39.34
39.46
40.01
39.98
40.41
39.8640.22
40.12
39.88
39.77
39.96
39.35
38.68 38.83
38.09
37.80
38.2038.12
37.99
38.47
38.61
37.91
37.7537.62
37.61
37.47
38.46
38.5438.62
38.80
38.86
38.88
39.08
39.11
39.20
39.25
39.25
40.82
40.52
40.32
40.10
39.88
39.72
39.78
39.52
39.31
39.15
39.07
38.96 38.80
38.76 38.55
37.79
37.66 37.60
37.55
37.57
37.59
37.60
37.70
37.74
37.80
37.07
37.00
37.23
37.26
37.42
37.5137.47
37.4137.70
38.17
37.9537.96
37.98
38.00
37.9737.97
38.00
37.93
38.05
38.06
38.10
38.21
38.31
38.42
38.19
38.1338.06
37.88
37.81
37.8438.09
38.11
38.06
38.09
38.20
37.59
37.52
37.43
37.44
37.95
37.96
38.78
38.9038.95
38.90
38.83
38.51
38.64
38.92
39.33
39.69
39.80
39.52
40.76
40.49
40.17
40.03
39.90
39.64
39.53
39.66
39.72
39.41
39.40
37.89
38.19
38.09
38.16
37.98
38.03
37.87
37.90
38.23
38.39
38.4138.46
38.55
37.73
37.80
37.6837.66
37.5437.56
37.6037.48 37.48
37.44
37.41
37.44
37.38
37.28
40.79
40.26
40.03
39.83
39.81
39.72
39.62
39.50
39.43
39.39
39.30
39.17
39.07
38.92
38.79
38.7538.71
38.59
38.56
37.03
37.17
37.21
37.77
37.34
37.7837.7337.69
37.62 37.64
37.6837.66
37.79
37.62
37.78
37.80
37.8437.89
37.93
36.99
36.96
37.07
37.22
37.33
37.36
37.50
37.79
37.71
37.7637.73
37.51
37.54
37.53
37.52
37.49
37.54
37.9838.01
37.75
37.56
37.5337.47
37.5037.40
37.32
37.21
37.11
37.03
37.07
37.08
37.39
37.50
37.49 37.36
37.37
37.49
37.4937.38
37.86
37.91
38.1038.07
38.04
37.8937.86
37.91
37.95
37.89
37.96
37.73
37.77
37.75
37.78
39.49
39.4939.4339.47
38.46
38.4938.4338.38
37.91
37.92
37.85
37.79
37.7237.71
37.7437.80
38.5438.62
39.0639.03
38.7538.51
37.9838.03
37.9537.90
37.88
37.9037.88
37.9137.90
37.90
37.8937.90
37.9237.90
37.87
37.86 37.8837.87
37.8637.93
37.90
37.93
37.95
38.90
38.85
37.42
38.43
38.41
38.48
38.55
38.29
38.11
37.99
38.06
37.91
37.81
37.66
37.54
37.41
37.28
38.81
38.64
38.92
39.04
39.16
39.28
39.48
39.36
39.58
39.78
40.00
40.24
40.53
38.38
38.68
37.98
37.9637.98
37.97
38.6138.52
38.0538.10
38.13
38.10
38.2438.23
38.27
38.27
38.5838.54
38.5938.60
37.92
37.91
37.9037.96
37.95
37.9437.95
37.8837.88
37.81
37.8137.81
37.93
37.9137.81
38.71
38.86
38.8538.89
38.87
38.81
37.88
37.8537.86
37.9637.94
37.9537.96
37.98
38.00
38.2938.42
38.62
38.88
38.82
38.84
38.89
38.48
38.55
38.52
38.50
38.58
38.36
38.29 38.27
37.07
37.26
37.23
37.17 37.15
37.11
37.11
37.14
37.19
37.23
37.27
37.29
37.33
37.38
37.41
37.43
37.45
39.70
39.69
39.68
39.67
39.68
39.68
39.62
39.63
39.67
39.66
39.64
39.65
39.65
39.55
39.58
39.59
39.60
39.59
39.58
39.55
39.54
39.54
39.53
39.53
39.86
39.88
39.81
39.77
39.75
39.72
39.46
39.56 39.51
39.47
39.42
39.39
39.35
39.29
39.24
39.18
39.12
39.08
39.05
39.10
39.17
39.21
39.25
39.30
39.34
39.38
39.42
38.46
38.37
38.07
39.13
39.35
40.32
40.57
40.64
38.12
38.07
38.25
38.28
38.65
38.55
38.61
37.56
37.56
37.59
37.58
37.60
37.60
37.28
37.26
37.93
37.91
37.92
37.9337.94
39.39
39.59
39.45
37.89
38.77
38.4138.30
38.4038.41
38.46
38.30
38.21
38.2438.2038.33
38.17
38.29 38.3138.18
38.21
38.23
38.25
38.2038.33 38.29
38.1938.22
38.25
38.1438.17
38.0438.0138.12
38.13
38.01 38.08
38.04
37.8637.86
37.95
37.82
37.73 37.73
37.6237.6237.69
37.59
37.49 37.49
37.50
37.42 37.40
37.53
37.64
37.4537.44
37.53
37.4137.31 37.31
37.33
37.24 37.23
37.2037.27
37.20
37.17
37.09
37.17
37.25
37.25
38.3438.37
38.3438.45
38.5138.4938.4038.43
38.42
38.7638.60
38.6138.60
38.7338.7138.79
38.92
39.0638.92
38.8738.87
39.0238.98
38.99
39.24
39.0939.08
39.07
39.10
39.22
39.15
39.1439.19
39.26
39.40
39.2739.30
39.42
39.39 39.52
39.5839.47
39.49
39.7139.59
39.61
39.9239.80
39.83
40.16
40.0340.07
40.3440.31
40.43
40.68
39.83
39.94
39.73
37.4637.42
37.41
37.40
37.51
37.43
37.4037.38
37.34 37.41
37.2937.25
37.22
37.3137.21
37.18
37.3837.3237.3037.28
37.2637.2237.19
37.16
37.15
37.13
37.17
37.1237.09
37.05
37.20
37.1837.1437.1037.0737.07
37.11
37.10
37.1137.08
37.04
37.0137.01
37.05
36.9736.9736.98
37.0037.0037.11
36.9536.9337.04
36.9436.9237.01
36.96
36.98
37.1437.02
37.05
37.4137.30
37.4537.59
37.64
37.93
37.56
37.41
37.55 37.51
37.36
37.3237.33
37.4037.51
37.40
37.52
37.51
37.39
37.36 37.31
37.43
37.3037.31
37.46
37.48
37.36
37.39
37.43
37.42
37.58 37.49
37.51
37.56
37.56
37.56
37.68 37.57
37.56
37.56
37.68
37.5937.48
37.4837.48
37.49
37.49
37.82
37.89
37.88
38.82
38.97
38.96
38.8338.74
38.7238.82
39.08
39.0738.97
39.01
39.16
39.2639.13
39.22
39.35
39.41
39.5339.33
39.44
39.3239.23
39.14 39.2339.19
39.09
38.9339.00
38.9238.84
38.8038.90
38.83
38.8338.8738.82
38.83
38.82
38.77
38.7038.70
38.7138.69
38.7038.66
38.8138.93
38.8338.73
38.59
38.5038.53
39.8039.8639.86
39.96
39.9740.09
40.0239.91
39.90
39.8639.80
39.83
39.82
39.90
39.7939.77
39.7839.77
39.86
39.88
39.85
39.91
39.78
39.77
39.74
39.7539.78
39.66 39.66
39.6539.65
39.65
39.78
39.8139.69
39.67
39.47
39.4739.57
39.2939.20
39.20
39.2239.09
39.09
39.0138.99 39.08
38.92
38.7638.79
39.07
39.10
39.01
38.8638.87
39.07
39.0639.15
39.01
38.9738.88
38.89
39.19
39.1039.13
39.50
39.3939.33
39.51
39.61
39.52 39.56
39.6239.3039.33
39.40
38.9938.88
38.91
38.74
38.53
38.49
38.56
38.92
39.2239.31
39.68
39.58
39.7439.60
39.65
39.51
39.58
39.67
39.69
39.52
39.6439.60
39.65
39.7839.73 39.72
39.7839.78
39.75
T-S3D0.2H6
T-S2D0.2H6
T-S5D0.3H12
T-S4D0.2H12T-S5D0.3H12
T-S4D0.2H12
T-S2D0.1H7
T-S3D0.2H8
T-S4D0.2H10
T-S4D0.4H12
T-S3D0.3H12
T-S3D0.3H10
T-S3D0.3H10
T-S5D0.4H12
T-S5D0.3H12T-S5D0.3H12
T-S4D0.3H11
T-S2D0.1H5
T-S3D0.2H9
T-S5D0.2H9
T-S3D0.2H10T-S4D0.3H10
T-S6D0.3H12
T-S2D0.2H7
T-S4D0.4H12
T-S3D0.2H14
T-S4D0.3H11
T-S2D0.2H10
T-S4D0.3H12
T-S3D0.2H9
T-S4D0.3H12
T-S6D0.4H15T-S5D0.4H13
T-S4D0.3H12
T-S7D0.5H15T-S4D0.3H10
T-S4D0.3H10
T-S4D0.3H10
T-S5D0.4H14
T-S2D0.1H8
T-S4D0.3H12T-S3D0.2H10
T-S5D0.4H15
T-S4D0.3H10
T-S4D0.2H12
T-S2D0.2H13
T-S2D0.2H13T-S2D0.2H15
T-S3D0.2H10T-S6D0.4H15
T-S5D0.3H15T-S4D0.2H12
T-S3D0.3H13T-S4D0.4H15
T-S3D0.4H15
T-S4D0.4H15T-S4D0.3H11
T-S2D0.1H8
T-S3D0.4H12
T-S3D0.3H15
T-S4D0.4H15
T-S3D0.3H8
T-S3D0.4H11
T-S3D0.3H15
T-S5D0.4H15
T-S8D0.5H15
T-S6D0.5H15T-S2D0.1H8
T-S3D0.2H10
T-S5D0.4H15 T-S5D0.4H15
T-S3D0.2H10
T-S4D0.3H15
T-S4D0.3H15T-S5D0.3H15
T-S2D0.1H5
T-S2D0.2H7T-S3D0.2H12
T-S6D0.4H15
T-S3D0.2H12 T-S3D0.3H15
T-S2D0.1H9
T-S4D0.4H13T-S2D0.2H9
T-S4D0.3H15
T-S5D0.5H15
T-S2D0.2H10T-S1D0.1H7
T-S6D0.5H15
T-S5D0.4H15
T-S5D0.4H15
T-S6D0.4H15
T-S3D0.3H14
T-S3D0.3H14
T-S4D0.3H15T-S4D0.3H15
T-S3D0.3H14
T-S3D0.3H12
T-S2D0.1H9
T-S4D0.3H10 T-S5D0.3H8
T-S3D0.2H7
T-S3D0.2H9
T-S2D0.2H9
T-S2D0.2H7
T-S3D0.2H8
T-S3D0.1H8
T-S3D0.1H8
T-S2D0.1H6
T-S3D0.2H8
T-S3D0.1H8T-S2D0.1H6
T-S3D0.1H8
T-S3D0.2H9
T-S3D0.2H9
T-S3D0.2H9
T-S4D0.3H11
T-S3D0.2H9
T-S2D0.1H8
T-S2D0.1H7
T-S2D0.1H7
T-S3D0.3H10
T-S3D0.3H10
T-S2D0.2H8
T-S4D0.4H10 T-S4D0.3H10
T-S4D0.3H12
T-S2D0.2H5
T-S2D0.2H7
T-S2D0.2H5
T-S2D0.2H5
T-S2D0.2H7
T-S5D0.4H12
T-S4D0.2H10
T-S3D0.2H8
T-S3D0.2H8
T-S4D0.3H12
T-S3D0.2H7
T-S4D0.3H12
T-S4D0.3H12
T-S3D0.2H8
T-S2D0.2H6
T-S4D0.3H12
T-S2D0.1H6
T-S3D0.2H8
T-S4D0.2H11
T-S4D0.3H12
T-S3D0.2H10T-S4D0.3H12
T-S4D0.4H12
PAVING
SEATT-S4D0.3H11
T-S3D0.3H5
T-S1D0.1H9
PAVING
SEAT
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE M
ARKING
LINE M
ARKING
LINE M
ARKING
LINE M
ARKING
LINE M
ARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKINGLINE M
ARKING
LINE MARKING
LINE MARKING
LINE MARKING
STW GRATE
SL 38.11IL 37.52
300mm
Ø
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
UPRIGHT CONCRETE
METAL
GATE
SMH
S
SMH
S
KERB
SI
UPRIGHT CONC
CON
CRETE PATH
CON
CRETE
KERB
ROLL
CON
CRETE ROLL KERB
37.29
LP
CON
CRETE PATH
EPIL
METAL FEN
CET-S2D0.2H5
FENCE
METAL FENCE KERB
CONCRETEDRIVEW
AY
GATE
CONCRETE ROLL KERB
TAP
METAL FENCE
SMH
S SIP
SINGLE STOREY
BRICK BUILDINGTILE ROOF
LP
LP
UPRIGHT
KERB
CONCKERB
UPRIGHTCONC
SHEDLP
LPUPRIGHT
CONCRETE
KERB
LP
CONCHYDH
LP
UPRIG
HT CON
C KERB
CON
C PATH
UPITx2U U
UPITU
LP
WALL
LPW
ALL
HYDH
CON
CRETE
GATE
SINGLE STOREY
BRICK BUILDING
PAVING
TANK
TAP
WALL
CONCRETE
WALL
LP
LPLP
LPLP
WALL
WALL
CONCRETE
PATH
CONCRETE
CONCRETE
PATH
EPIL
BOTTO
M O
F RET WALL
BOT O
F RET WALL
PAVING
EPIL
LP
LP
LP
LP
WALL
PAVING
UPIT U
UPITU
LP
TAP
PAVING
SMH
S
SI
SI
SMH
S
SI
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
UPRIGHT
WALL
CONCSVSVPATH
SIP
METAL FENCE
TOP OF RET WALL
FENCE
GATE
LP
CONCRETE
PATH
CONCRETE
CONCRETE
UPRIGHT
KERB
CONCRETE
KERB CONCRETE
SI
KERB
ROLL
SI
SI
SI
UPRIGHT
SINGLE STOREY
BRICK BUILDING
METAL ROOF
SINGLE STOREY
METAL BUILDING
METAL ROOF
COL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL COLCOLCOL
COLCOLCOL
COLCOLCOLCOLCOLCOLCOL
COLCOLCOLCOLCOL
COLCOL
COL
WALL
WALL
UPITU
UPITU
UPITU
UPITU
UPITU
UPITU
UPITU
UPIT U
UPITU
UPITU
UPITU
UPIT U
UPITU
UPITU
UPITUUPIT U UPIT
U
UPITU
UPITx2UU
UPITU
UPIT U
UPITU
UPITUU
UPITx2U
UPIT
U
UPITU
UPITU
UPITU
UPITU
UPITU U
UPITx2U
UPITU
COLCOLCOLCOLCOL
COLCOLCOLCOLCOLCOL
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
COL
PAVING
COL
UPITx2U U UU
UPITx4UU
U
PAVING
STEP
BOTTOM
WALL
RETAINING
OF
WALL
WALL
STEP
STEP
STEPWALL
UPIT
WALL
BOTTOM
OF
RET
WALL
RET WALLWALL
T-S4D0.3H12
OF RET W
ALL
COL
BOTWALL
COL
RWB
RWT
RWB
RWB
RWB
RWB
RWB
COL RWB
LINE MARKING
UPRIGHTKERB
CONCRETE
PATH
TPITT
T-S3D0.3H12 T-S4D0.3H7
T-S4D0.3H10
T-S4D0.3H15
T-S5D0.4H20
T-S3D0.3H12
T-S3D0.3H15
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
OF
EDGE
BITUMEN
OF
BITUMEN
LP
LP
KERB
CONCRETE
SI
LINE MARKING
LINE MARKING
UPRIGHT
CONCKERB
W1
FENCE
DEMO
UN
TABLEBU
ILDING
CON
CRETE PATH
SEAT
SEAT
CONCRETE
SEAT
CONCRETE
PATH
CONCRETE PATH
WALLWALL
W2
D1W
3W
4W
5
W6
W7
D2
D3
D4
W8
W9
RAIL
W10
CON
C
W11
W12
W13
W14
W15
W16
W17
W18
W19
W20
W21
W22
D5
MET FCE
W23
W24
W25
D6W
26
W27
W28
FLAG POLEFLAG POLE
W29
W30
D7 D8W
31
W32
W33
W34
D9
W35
W36
LP
LP
W45
W46
BOT O
F RET
WALL
W47
D11W
48
W49
W50
W51
W52
W53
D12W
54W
55W
56W
57
CON
CRETE
PATH
WALL
RET
OF
PAVING
BOTTO
MO
FW
ALLRETAIN
ING
SIP
STEP
D16
BOT OF RETAINING WALL
WALLBOT OF RETAINING WALL
W63
D17W
64 W67
D18W
68 D19W
69 W70 W
71
D20
W72
W73 W
74 W75
SHED
SIP
W76
W77
W78
W79
W80
W81
W82
W83
W84
W85
W86
W87
W88
W89
W90
W91
W92
D20
W93
W94
W95
W96
W97
W98
W99
W100 W
101
D21
SIP
D22
D23
D24
W102
W103
W104
W105
W106
W107
D25
D26
D27 W108
W109
D28
SIP
PAVING
TOP OF RET WALL STEP
METAL FENCE
HYDH
METAL FENCE
METAL FEN
CE
WALL
UPRIG
HT
KERB
CONC
ICV
TOP OF RET WALL
BOT OF RET WALL
STEP
RWT
CONCRETE
RWT
BOT OF RET WALL
WALL
TANK
D36
D37
W136
W137
D38
W175
W176
D51
W177
W178
W179
W180
D52
D53W
181
W182D54
W183
D55W
184
W185
W189
W190
D56D57
D58 W191 D59
W192
W193
W194
W195
W197
D60W
198
W199
W200
W201
LP
LP
LP
LP
LP
METAL FENCE
LP
SI
SI
TOP OF BANK
METAL FENCE
SIP
UPRIGHT
KERB
UPRIG
HT
METAL FENCE
CON
CKERB
METAL FENCE
CONCRETE
METAL FENCE
GATE
TOP OFRET WALL
GATE
METAL FENCE
STW GRATE
SL 39.52IL 38.54
STW GRATE
SL 39.49IL 38.78
225mm
Ø
KERB
FCE
UPRIGHT
CONC KERB
TOP OF
SI
CONC
39.16
KERB
UPRIGHT
HYDH
UPRIGHT
KERB
CONC STW GRATE
SL 38.90IL 38.12
225mm
Ø
UPRIGHT
CONCKERB
PAVING
STW GRATE
SL 38.52IL 37.77
225mm
Ø
METAL FENCE
STW GRATE
SL 37.81
STW GRATE
SL 37.78IL 36.52
450mm
Ø
STW GRATE
SL 37.83IL 36.62
375mm
Ø STW GRATE
SL 37.81STW
GRATESL 37.76
IL 36.80375m
m Ø
STW GRATE
SL 37.40IL 35.83
500mm
Ø
STW GRATE
SL 37.20IL 36.19
375mm
Ø
STW GRATE
SL 37.39IL 36.30
375mm
Ø
STW GRATE
SL 38.25IL 37.83
STW GRATE
SL 37.70IL 36.56
100mm
Ø
STW GRATE
SL 37.53IL 36.62
300mm
Ø
STW GRATE
SL 37.92IL 37.38
STW GRATE
SL 37.59IL 36.95
300mm
Ø
STW GRATE
SL 37.76IL 36.99
225mm
Ø
STW GRATE
SL 37.85
STW GRATE
SL 37.86
STW GRATE
SL 37.84IL 36.72
375mm
Ø
IL 36.78375m
m Ø
STW GRATE
SL 37.91
STW GRATE
SL 38.44
STW GRATE
SL 38.02IL 37.20
300mm
Ø
STW GRATE
SL 38.77IL 38.19
225mm
Ø
STW GRATE
SL 38.68IL 38.11
225mm
Ø
STW GRATE
SL 38.22IL 37.65
225mm
Ø
STW GRATE
IL 37.50225m
m Ø
STW GRATE
SL 38.06
STW GRATE
SL 37.44IL 36.52
STW GRATE
SL 37.95
STW GRATE
SL 38.21IL 36.01
700mm
Ø
STW GRATE
SL 39.15IL 38.17
STW GRATE
SL 38.76IL 37.82
225mm
Ø
STW GRATE
SL 38.77
IL 37.83300m
m Ø
UPRIGHTKERB
CONC
IL 38.08225m
m Ø
STW GRATE
SL 38.83
STW GRATE
SL 38.84
UPITU
SMH
SIPSIP
IL 37.70225m
m Ø
SIP
SIPUPIT
U
STW GRATE
SL 37.83IL 36.81
375mm
Ø
IL 36.72375m
m Ø
IL 36.62375m
m Ø
ICV
SIPSIP
ICV
PAVING
BOT O
F RET
STW GRATE
SL 37.73
STW GRATE
SL 37.84
WALL
IL 36.81225m
m Ø
IL 37.31150m
m Ø
RWT
RWT
STW GRATE
SL 38.23
TOP OF RETAINING WALL
PAVING
STW GRATE
SL 38.79
HYDH
ISV
IL 37.17375m
m Ø
GATE
METAL FENCE
IL 36.52300H
700W
IL 36.54750m
m Ø
METAL
FENCE
METAL FENCE
STW GRATE
SL 37.21IL 36.31
400mm
Ø
STW GRATE
SL 36.90IL 35.39
500mm
Ø
STW GRATESL 37.49IL 36.44
300mm ØIL 36.78225mm ØIL 36.41
375mm
Ø
STEPICV
ISV
ISV
ISV
IL 36.34375m
m Ø
IL 36.31300m
m Ø
CON
C
METAL FENCE
IL 35.90400m
m Ø
IL 35.34500m
m Ø
IL 35.81500m
m Ø
IL 35.87300m
m Ø
METAL FENCE
WIRE M
ESH FENCE
METAL FENCE
GATE
SWO
GATE
CONC
IL 36.17375m
m Ø
IL 36.21375m
m Ø
IL 36.36150m
m Ø
IL 36.32375m
m Ø
STW GRATE
SL 37.48IL 36.45
300mm
ØIL 36.98
225mm
ØIL 37.53
150mm
Ø
IL 37.68100m
m Ø
SEAT
HYDH
HYDH
IL 36.73600m
m Ø
SVSVHYDHSIMETALFENCE
TPITT
METAL
FENCE
METAL
FENCE
HYDH
FENCE
METAL
TIMBER FENCE
EPIT E KIOSK
FENCE
METAL
SI
IL 37.09225m
m Ø
METAL
FENCE
STW GRATE
SL 37.90
GASM
IL 36.67300m
m Ø
IL 36.67100m
m Ø
IL 36.53400m
m Ø
IL 36.58300m
m Ø
STW GRATE
SL 37.80IL 37.40
STEP
STW GRATE
SL 37.16IL 35.36
600mm
Ø
IL 35.28600m
m Ø
IL 36.95300m
m Ø
TAP
STW GRATE
SL 38.03IL 35.90
700mm
Ø
37.97 37.97
METAL FENCE
WM
PAVINGLINE MARKING
(B)
(C)
279° 50' 40"
4.04
251° 04' 50"4.04
4.045 222° 33' 25"
8° 52' 45"
38.615
8° 52' 45"
65.62
GOAL POST
GOAL POST
13.465208° 44' 15"
CH 23.210 ARC 23.225 RAD 178.75 230° 18' 55"
CH 9.245ARC 9.3RAD 23.75
241° 09' 45"
11.45253° 08' 55"
CH 37.53ARC 37.6
RAD 175.0246° 45' 00"
252° 53' 25"35.25
BUCKWELL DRIVE
179.6860° 47' 40"
179.6860° 47' 40"
8° 52' 45" ~ 65.62
11DP 862683
3153DP 805287
3151DP 805287
7DP 792478
7DP 792478
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SINGLE STOREY
BRICK BUILDING
SI
101DP 1096279
2.8ha(BY DP 805287)
101DP 1096279
2.8ha(BY DP 805287)
101DP 1096279
2.8ha(BY DP 805287)
TOP O
F RET WALL
METAL
SIP
UPRIGHT
CONC
KERB
WALL
SIPx2
294° 13' 40"85.45
DP 792478
11DP 862683
3153DP 805287
3151DP 805287
139.325158° 43' 15"
BENCHMARKNAIL IN KERB
RL 39.19m (AHD)
SINGLE STOREY
BRICK BUILDING
RAILRAILRAILRAILRAIL
ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
SITE UPGRADE STORM WATERMANAGEMENT PLAN
C3.00 0NOT FOR CONSTRUCTION
CHECK PRINTENG/DRAFTER:
DATE:SCALE 1:400 AT A1 SHEET | 1:800 AT A3 SHEET
0.0 8.04.0m 16.0 24.0 32.0 40.0m
SITE UPGRADE STORMWATER MANAGEMENT PLANSCALE 1:400
RMS RMS JUN '19
PIPED NETWORK TO BE UPGRADED IF REQUIRED.MINIMUM PIPE SIZE = Ø225mm @ 1% TO DEVELOPMENT OUTLET IS REQUIRED.IF EXISTING PIPED NETWORK DOES NOT MEET THIS SPECIFICATION IT IS TO BEREMOVED AND REPLACED. CONFIRMATION OF LEVELS REQUIRED PRIOR TOCC DOCUMENTATION VIA WORK-AS-EXECUTED DRAWING SET PROVIDEDBY OTHERS.
HATCH INDICATES AREA OF CAR PARK UPGRADE WORKS.REFER TO DRAWING C3.01 FOR MORE INFORMATION
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
PIPED NETWORK CURRENTLY UNDER CONSTRUCTION.CONFIRMATION OF LEVELS REQUIRED PRIOR TO CCDOCUMENTATION VIA WORK-AS-EXECUTED DRAWINGSET PROVIDED BY OTHERS.
EXISTING DEVELOPMENTOUTLET STRUCTURE.
NEW PIPE NETWORK CURRENTLY UNDER CONSTRUCTION.CONFIRMATION OF LEVELS REQUIRED PRIOR TO CCDOCUMENTATION VIA WORK-AS-EXECUTED DRAWING SETPROVIDED BY OTHERS.
CONNECT TO EXISTING PIT.
EXISTING PIPE NETWORK TO BECHECKED FOR FUNCTIONALITY.
BLACKTOWN COUNCIL CONTROLSWATER QUALITY TARGETSTHE PROPOSED DEVELOPMENT IS LOCATED WITHIN THE BLUE ZONE (PART J - BLACKTOWNDCP).THE PROPOSAL IS TO OFFSET THE WATER QUALITY TARGETS VIA A CONTRIBUTION FEE.
ON-SITE DETENTIONTHE PROPOSED DEVELOPMENT IS LOCATED IN AN OSD EXCLUSION ZONE.
41
40
40
39.71
39.70
39.72
39.72
39.72
39.73
39.75
39.74
39.70
39.63
39.5639.53
39.51
39.47
39.50
39.54
39.60
39.60
39.66
40.80
40.83
39.11 38.9538.75
38.7138.7938.65
38.71
38.88 38.9738.73
39.0239.22
39.26
39.04 38.85
39.06
G 43.75
G 44.22
38.91
38.85
41.01
38.83
40.25
40.25
39.71R 43.83
R 43.84
R 45.28 40.11
39.85
39.68
39.27
39.42
39.49
39.76
39.62
39.74
39.72
41.05
40.91
40.60
40.42
39.34
39.46
40.01
39.98
40.41
40.32
40.10
39.88
39.72
39.78
39.80
39.52
40.49
40.17
40.03
39.90
39.64
39.53
39.66
39.72
40.03
39.83
39.81
39.72
39.62
39.49
39.4939.4339.47
39.58
39.78
40.00
38.81
39.70
39.69
39.68
39.67
39.68
39.68
39.62
39.63
39.67
39.66
39.64
39.65
39.65
39.55
39.58
39.59
39.60
39.59
39.58
39.55
39.54
39.54
39.53
39.53
39.86
39.88
39.81
39.77
39.75
39.72
39.4639.56 39.51
39.47
39.42
39.39
39.35
39.29
39.24
39.18
39.10
39.17
39.21
39.25
39.30
39.34
39.38
39.42
39.42
39.39 39.52
39.5839.47
39.49
39.7139.59
39.61
39.9239.80
39.83
39.83
39.94
39.73
39.01
39.2639.13
39.22
39.35
39.41
39.5339.33
39.44
39.3239.23
39.14 39.2339.19
39.09
38.9339.00
38.9238.84
38.8038.90
38.83
38.8338.8738.82
38.83
38.82
38.77
38.7038.70
38.7138.69
38.7038.66
38.8138.93
38.8338.73
38.59
38.5038.53
39.8039.8639.86
39.96
39.9740.09
40.0239.91
39.90
39.8639.80
39.83
39.82
39.90
39.7939.77
39.7839.77
39.86
39.88
39.85
39.91
39.78
39.77
39.74
39.7539.78
39.66 39.66
39.6539.65
39.65
39.78
39.8139.69
39.67
39.47
39.4739.57
39.13
39.50
39.3939.33
39.51
39.61
39.52 39.56
39.6239.3039.33
39.40
38.9938.88
38.91
38.74
38.53
38.49
38.56
38.92
39.2239.31
39.68
39.58
39.7439.60
39.65
39.51
39.58
39.67
39.69
39.52
39.6439.60
39.65
39.7839.73 39.72
39.7839.78
39.75
T-S3D0.4H12
T-S3D0.3H15
T-S4D0.4H15
T-S3D0.3H8
T-S3D0.4H11
T-S3D0.3H15
T-S5D0.4H15T-S2D0.1H8
T-S3D0.2H10
T-S5D0.4H15 T-S5D0.4H15
T-S3D0.2H10
T-S4D0.3H15T-S2D0.1H5
SINGLE STOREY
BRICK BUILDING
METAL ROOF
UPRIGHT
CONCRETE
PATH
T-S3D0.3H12 T-S4D0.3H7
T-S4D0.3H10
T-S4D0.3H15
T-S5D0.4H20
T-S3D0.3H12
T-S3D0.3H15
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
LINE MARKING
OF
EDGE
BITUMEN
OF
BITUMEN
LP
LP
KERB
CONCRETE
LINE MARKING
UPRIGHT
CONCKERB
CON
CRETE
W88
W89
W90
W91
UPRIG
HT
CONC
W200
LP
LP
LP
LP
LP
TOP OF BANK
METAL FENCE
SIP
UPRIGHT
KERB
UPRIG
HT
CON
CKERB
METAL FENCE
CONCRETE
METAL FENCE
GATE
TOP OFRET WALL
GATE
METAL FENCE
STW GRATE
SL 39.52IL 38.54
STW GRATE
SL 39.49IL 38.78
225mm
Ø
KERB
FCE
UPRIGHT
CONC KERB
TOP OFSI
CONC
39.16
KERB
UPRIGHT
UPRIGHT
CONC
UPRIGHT
CONCKERB
PAVING
STW GRATE
SL 38.52IL 37.77
225mm
Ø
METAL FENCE
UPRIGHTKERB
CONC STW GRATE
SL 38.84
METAL FENCE
252° 53' 25"35.25
BUCKWELL DRIVE
WARNING:BEWARE OF UNDERGROUND SERVICES. THE LOCATION OF SERVICES IFSHOWN, ARE INDICATIVE ONLY AND NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES HAVE BEEN DOCUMENTED. THE CONTRACTORIS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN THEWORKS AFFECTED AREAS PRIOR TO ANY ON-SITE EXCAVATION.
SERVICES NOTE:1. EXISTING SERVICES SHOWN ARE BASED ON SURVEY
DATA RECEIVED BY THIS OFFICE.2. ALL EXISTING SERVICES ARE SHOWN DIAGRAMMATIC
ONLY. ALL SERVICES ARE TO BE CONFIRMED ON SITEPRIOR TO CONSTRUCTION.
NOT FOR CONSTRUCTION
ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
CARPARK STORMWATERMANAGEMENT PLAN
C3.01 0
CHECK PRINTENG/DRAFTER:
DATE:
NOTE:THIS IS A PRELIMINARY OR PLANNING DRAWING ONLY, FORTHE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING.FURTHER DETAILED ENGINEERING DESIGN INCLUDINGSPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BEPROVIDED PRIOR TO BUILDING RULES ASSESSMENT ANDCONSTRUCTION.
SCALE 1:100 AT A1 SHEET | 1:200 AT A3 SHEET
0.0 2.01.0m 4.0 6.0 8.0 10.0m
CARPARK STORMWATER MANAGEMENT PLANSCALE 1:100
RMS RMS JUN '19
DP1
IO
PROPOSED LEGENDSYMBOL DESCRIPTION
ALLOTMENT BOUNDARY
STAGING BOUNDARY
EXISTING SPOT LEVEL
DESIGN CONTOUR
600 WIDE CONCRETE SPOON / DISH DRAIN
150 HIGH CONCRETE KERB & GUTTER (UNO)
150 HIGH CONCRETE KERB (UNO)
150 HIGH SLOTTED CONCRETE KERB & GUTTER (UNO)
FLUSH CONCRETE KERB
SELECTED BOLLARD
Ø AS NOTED uPVC STORMWATER PIPE @ 1.0% MIN (UNO)
Ø 100 SLOTTED AG-LINE WRAPPED IN GEOTEXTILE FABRIC @ 1.0% MIN (UNO)
MAJOR OVERLAND FLOW PATH (MIN. FALL 1:200)
SYPHONIC DOWNPIPE (REFER TO SYFON SYSYEMS DRAWINGS FOR DETAILS)
Ø150 PVC DOWNPIPE
SURFACE INSPECTION OPENING
(GIP) GRATED INLET PIT (UNO)
(JB) JUNCTION BOX (UNO)
CONCRETE HEADWALL
EXISTING TREE TO BE REMOVED
RETAINING WALL
B
DP2
39.54
STORMWATER DESIGN NOTEPIPED STORM WATER NETWORK HAS BEEN DESIGNED FOR 5% AEP EVENT WITH A 5 MINUTEINTENSITY EQUAL TO 178mm/hr.
HATCH INDICATES AREA OF PAVEMENT WORKS
P. 38.550
P. 38.60P. 38.50
P. 39.85
P. 39.40
P. 38.305
P. 39.90
P. 39.90P3 - 900SQ GIPCL. 39.70IL. 38.80
P1 - 1.8m SAGCL. 38.30IL. 37.77 (EXISTING)
P. 38.545
P. 39.81
P. 39.50
P2 - 900SQ GIPCL. 39.70IL. 37.87
P. 39.85
Ø300 PVC11.5m @ 1%CONNECT TO EXISTING(EXISTING S/W TO BEUPGRADED)
Ø225 PVC10.4m @ 1.0%
Ø225 PVC16.4m @ 1.0%
RAM
P 1:9
RAM
P 1:1
2
P4 - 900SQ GIPCL. 38.38IL. 37.91
Ø150 PVC12.9m @ 1.0%
Ø225 PVC13.7m @ 1.0%
P5 - 900SQ GIPCL. 38.40IL. 38.04
RW=1.25m
RW=0
.3m
RW=1.2m
RW=0
.78m
RW=1
.25m
RW=0
.3m
RW=0
.3m
RW=1
.2m
RW=1
.1m
RW=0
.2m P6 - 900SQ GIPCL. 39.70IL. 38.90
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
150 VARIES 150
SL82 (CENTRAL)
INVERT LEVEL
COVER LEVEL
PROVIDE CLASS 'D' GALV. GRATED (SUMP)OR CONCRETE COVER (JUNCTION BOX)WITH VERMIN PROOF MESH
GRATED INLET PITOR JUNCTION BOX
SCALE 1:10 AT A1
PAVEMENT (ASSPECIFIED)
FLOW
PLAN VIEW
150 VARIES 150
150
VA
RIES
150
VA
RIES
150
SUB-BASE - 20mm QUARRY RUBBLE PM.2TO ACHIEVE 95% MODIFIED COMPACTIONWITHIN ±2% 'OMC'
SUB-GRADE - TO ACHIEVE 98% STANDARDCOMPACTION AND MINIMUM 5% CBR.
FINISHED SURFACE
STORMWATER PIT SCHEDULEPIT NO. PIT SIZE PIT TYPE INVERT LEVEL (IL.)
P1 1.8m SAG GALVANISED GRATED INLET PIT (HEAVY DUTY) 37.77 EX. CONSTRUCT NEW PIT OVER EXISTING STORMWATER PITP2 900 x 900 37.87P3 900 x 900 38.80P4 900 x 900 37.91P5 900 x 900 38.04
NOTES
GALVANISED GRATED INLET PIT (HEAVY DUTY)GALVANISED GRATED INLET PIT (HEAVY DUTY)GALVANISED GRATED INLET PIT (HEAVY DUTY)GALVANISED GRATED INLET PIT (HEAVY DUTY)
P6 900 x 900 38.90GALVANISED GRATED INLET PIT (HEAVY DUTY)
SIZES AND DETAILS.5. REFER TO P.R.S.C. STD DWG 8-30001 FOR LINTEL
1.3 TONNE, GALVANISED, AND FITTED TO MANUFACTURERS
3. REINFORCING STEEL TO CONFORM TO AS.1302.
2. COVER TO ALL REINFORCING BARS TO BE 40mm MIN.TO AS.3600.
1. PRECAST CONCRETE LINTEL TO BE GRADE N30
4. EACH LIFTING ANCHOR TO BE 'SWIFTLIFT' OR EQUIVALENT
STORMWATER CATCHPIT NOTES:
TO BE SUPPLIED BY CONTRACTOR.
SPECIFICATION.
TRANSITION TO LAYBACKKERB AND CHANNEL
N.T.S.
RCP
FLOWFLOW
TYPICAL CATCHPIT ON SAG(ALL DIMENSIONS GENERALLY AS PER ON GRADE)
CATCHPIT TYPE 'A' FORLAYBACK KERB & CHANNEL
TRANSITION
1500
LINTEL AND CATCHPIT
TRANSITION 1500
135
175
215
135
300NOM.
150
FILL AS SPECIFIED
FINISHED SURFACE LEVEL
SAND COMPACTED IN 150 THICKLAYERS TO A MIN. DENSITY INDEX OF 60%
SUPPORT TO uPVC PIPESSCALE 1:20
SUPPORT TO AG. DRAINSCALE 1:20
759.52.360.600.075
SIEVE SIZE
100100 TO 50100 TO 3050 TO 1525 TO 0
SIDE ZONE MATERIAL GRADING
WEIGHT PASSING (%)
200 200PIPEOD
7515
0 M
IN.
75 SAND BEDDING COMPACTEDTO A MIN. DENSITY INDEX OF 60%
FILL AS SPECIFIED
BIDIM A14 GEOTEXTILESEPARATION LAYER
PIPE WITH GEOTEXTILE STOCKINGLAID ON TRENCH BOTTOM
19mm AGGREGATE90% RETAINED ON 9.5 SEIVE
D
WARNING:BEWARE OF UNDERGROUND SERVICES. THE LOCATION OF SERVICES IFSHOWN, ARE INDICATIVE ONLY AND NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES HAVE BEEN DOCUMENTED. THE CONTRACTORIS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN THEWORKS AFFECTED AREAS PRIOR TO ANY ON-SITE EXCAVATION.
SERVICES NOTE:1. EXISTING SERVICES SHOWN ARE BASED ON SURVEY
DATA RECEIVED BY THIS OFFICE.2. ALL EXISTING SERVICES ARE SHOWN DIAGRAMMATIC
ONLY. ALL SERVICES ARE TO BE CONFIRMED ON SITEPRIOR TO CONSTRUCTION.
NOT FOR CONSTRUCTION
ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
CIVIL DETAILS SHEET 1
C4.00 0
CHECK PRINTENG/DRAFTER:
DATE:
NOTE:THIS IS A PRELIMINARY OR PLANNING DRAWING ONLY, FORTHE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING.FURTHER DETAILED ENGINEERING DESIGN INCLUDINGSPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BEPROVIDED PRIOR TO BUILDING RULES ASSESSMENT ANDCONSTRUCTION.
SCALE 1:10 AT A1 SHEET | 1:20 AT A3 SHEET
0.0 0.20.1m 0.4 0.6 0.8 1.0m
RMS RMS JUN '19
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
FLEXIBLE JOINT FILLERWITH SILICONE SEALANT(OR SIMILAR) EACH SIDE
R16 GALV. DOWEL x 600 LGAT EACH ROW OF HORIZ. BARS.TAPE & CAP ONE END.
STOP REINF'T EACHSIDE OF JOINT
R16 GALV. 'L-BARS' ATEACH ROW OF HORIZ. BARS.TAPE & CAP ONE END.
300 MIN.LEG
FLEXIBLE JOINT FILLERWITH SILICONE SEALANT(OR SIMILAR) EACH SIDE
10 GAP
10 G
AP
NOTE:ALL BLOCK CORES TO BE FULLY GROUTED. NOTES SHOWN ARETYPICAL FOR ALL WALLS. ALL BASE KEYS TO BE POURED AGAINSTUNDISTURBED NATURAL GROUND.
RETAINING WALL RW DETAILSCALE 1:20
VERTICAL JOINT DETAILPROVIDE VERTICAL JOINTS INBLOCKWORK 8.0m MAX. CTS.
CORNER DETAIL
RETAINING WALL BLOCKWORKJOINTING DETAILS
SCALE 1:20
N16 Z-BARS IN PAIRS,400 LEGS, AT EACHHORIZ. BAR LOCATION
FOOTING REINF'T.AS NOTED
R10-300 TIES
600 MINOR 1.5 'D'
'D'
STEP
HEI
GHT
800
OR
GRE
ATE
R
STRIP FOOTING STEP 800mm OR GREATERSCALE 1:20
30
65 COVER(TO 'FILL SIDE' OF WALL)
TYPICAL WALL VERTICALREINFORCEMENT DETAIL
N.T.S
FOOTING
BLOCKWORK WALL STARTER BARWALL VERTICAL BARS SIMILAR
F.S.L.
'D' 230
'W''B' WIDTH
600
'H' H
EIG
HTCONTINUOUS AGRICULTURAL
PIPE SURROUNDED WITHRUBBLE FOR DRAINAGE.
PROTECT WITH GEO-TEXTILEFABRIC.
BEARING CAPACITYQa:AS SPECIFIED.
250
50
FREE DRAININGMATERIAL.
CONTROLLED FILL.
MAX 1 IN 4 SLOPE
'X' BARS
'L' BARS
N12 LONGITUDINAL BARSAT 400 CRS TYP. N16 TOTOP COURSE ONLY. OMITON CLEAN OUT BLOCK.
'V' BARS 600 LAP.IMPORTANT: PLACEVERTICAL BARS TOEARTH SIDE.
190 BLOCKWORK WALLCORE GROUT FILL.
TOTAL HEIGHT
LEVEL BACKFILL
DIMENSION SCHEDULE
800 500
'D'HEEL DEPTH
600
1000 500800
1200 5001000
1400 5001200
1600 6001400
1800 7001600
2000 7001800'TM'
PROVIDE 'WEEP'HOLES 800 CRSMAX.
'H'
45°
DENOTES ZONE OF INFLUENCE, NO ONSITEWORKS SHALL DISTURB THIS AREA WITHOUT
PRIOR WRITTEN APPROVAL FROM BARNSON.
SL72 MESH
'Y' BARS, COGEND TO FULL
DEPTH OF HEEL.
HEEL WIDTH
450
600
'W'
N12 AT 400 CRS N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
N16 AT 400 CRS
N16 AT 400 CRS
N16 AT 400 CRS
N16 AT 400 CRS
'L' BARS
LONGITUDINAL
TOTAL HEIGHT
REINFORCEMENT SCHEDULE
800
1000
1200
1400
1600
1800
2000
'H'
---
N12 AT 400 CRS
---
---
VERTICAL BARS
'V'
N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
N16 AT 400 CRS
N16 AT 400 CRS
N16 AT 400 CRS
N16 AT 400 CRS
STARTER BARS
'X'
BARS
'Y'
N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
'B'BASE WIDTH
MAX 1 IN 4 BACKFILL SLOPE
500
'D'HEEL DEPTH
800
5001000
6001200
6001400
7001600
8001800
8002000
'B'BASE WIDTH
450
450
450
450
450
'TM'
TRENCH MESH
4-L12TM
4-L12TM
4-L12TM
4-L12TM
4-L12TM
4-L12TM
5-L12TM
N12 AT 400 CRS
N12 AT 400 CRS
N12 AT 400 CRS
100
WARNING:BEWARE OF UNDERGROUND SERVICES. THE LOCATION OF SERVICES IFSHOWN, ARE INDICATIVE ONLY AND NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES HAVE BEEN DOCUMENTED. THE CONTRACTORIS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES WITHIN THEWORKS AFFECTED AREAS PRIOR TO ANY ON-SITE EXCAVATION.
SERVICES NOTE:1. EXISTING SERVICES SHOWN ARE BASED ON SURVEY
DATA RECEIVED BY THIS OFFICE.2. ALL EXISTING SERVICES ARE SHOWN DIAGRAMMATIC
ONLY. ALL SERVICES ARE TO BE CONFIRMED ON SITEPRIOR TO CONSTRUCTION.
NOT FOR CONSTRUCTION
ARCHITECT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
CLIENT
DTA ARCHITECTS88 BATHURST STREETLIVERPOOL NSW 2170
ST. CLARES - CARPARK EXTENSION175 BUCKWELL DRIVEHASSALL GROVE 2761
A1 TX14135.00 - C01 TX14135.00 -ISSUE
DRAWING TITLEPROJECT
AMENDMENTS DATE ISSUE
DRAWNDESIGNED DATE SIZE CAD REF
BY
PROJECT No. DRAWING No.
TO BE PRINTED IN COLOUR
1300 874 294 | TRIAXIAL.COM.AU
SUITE 12, LEVEL 14, 327 PITT STREET, SYDNEY NSW 2000PO BOX A203, SYDNEY SOUTH NSW 1235
CIVIL DETAILS SHEET 2
C4.01 0
CHECK PRINTENG/DRAFTER:
DATE:
NOTE:THIS IS A PRELIMINARY OR PLANNING DRAWING ONLY, FORTHE PURPOSE OF CONCEPTUAL DESIGN AND/OR PLANNING.FURTHER DETAILED ENGINEERING DESIGN INCLUDINGSPECIFICATIONS, SIZING AND STORMWATER INVERTS TO BEPROVIDED PRIOR TO BUILDING RULES ASSESSMENT ANDCONSTRUCTION.
SCALE 1:20 AT A1 SHEET | 1:10 AT A3 SHEET
0.0 0.20.1m 0.4 0.6 0.8 1.0m
RMS RMS JUN '19
RMS018-10-2019ISSUED FOR DEVELOPMENT APPLICATION
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