eastwood town centre - city of ryde...cv 17/05/16 sheet list table sheet number sheet title c0-00...
TRANSCRIPT
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
EASTWOOD TOWN CENTRE148 ROWE STREET, EASTWOOD
CIVIL WORKS DRAWINGS
WEST PARADE
TRELAWNEY STREET
SHAFTSBURY STREETRUTLEDGE STREET
METROPOLITAN TRAIN LINE
CLANALPINE STREET
ROWE STREET
SITE
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Revision Description
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:04 PM BY : WILFREDO CABALLERO18/07/2016 5:26:04 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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LOCALITY MAP (IMAGE ACQUIRED FROM GOOGLE EARTH) NTS
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B
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C0-00
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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COVERSHEET, DRAWING LIST
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AND LOCALITY PLAN
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YUHU GROUP
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17/05/16
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NTS
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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Sheet List Table
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Sheet Number
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Sheet Title
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C0-00
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COVERSHEET, DRAWING LIST AND LOCALITY PLAN
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C0-01
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SITE PLAN
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C0-02
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GENERAL NOTES AND LEGENDS
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C1-10
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EROSION AND SEDIMENTATION CONTROL PLAN
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C1-15
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EROSION AND SEDIMENTATION CONTROL DETAILS
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C2-00
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GENERAL ARRANGEMENT PLAN SHEET 1 OF 3
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C2-01
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GENERAL ARRANGEMENT PLAN SHEET 2 OF 3
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C2-02
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GENERAL ARRANGEMENT PLAN SHEET 3 OF 3
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C3-80
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CIVIL WORKS DETAILS
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C4-20
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STORMWATER DRAINAGE DETAILS
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C4-30
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OSD STORMWATER GENERAL NOTES & DETAILS
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C4-31
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OSD STORMWATER TANK A & B - PLAN & SECTION
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C4-32
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OSD STORMWATER TANK C & D - PLAN & SECTION
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C4-33
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OSD STORMWATER TANK E & F - PLAN & SECTION
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C4-60
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STORMWATER DRAINAGE CATCHMENT PLAN
[C]
[A]
[B]
[D]
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[J] [J]
[R]
[S]
[F] [L] [K]
[R]
[P]
[R][R]
[F]
[R]
[Q]
NO APPURTENANT OR
AFFECTING EASEMENTS
NO APPURTENANT OR
AFFECTING EASEMENTSNO APPURTENANT OR
AFFECTING EASEMENTS
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UNDERCOVERCAR
SPACES
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BITUMEN
PARKING
CONCRETE RAMP
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CONCRETE RAMP
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CO
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11
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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68.82
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68.93
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68.98
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69.28
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68.94
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68.81
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69.52
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69.16
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69.56
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70.87
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69.19
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69.16
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69.22
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69.25
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69.21
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69.21
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69.39
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69.57
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69.57
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69.54
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69.38
AutoCAD SHX Text
69.41
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69.20
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69.32
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69.43
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69.32
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69.16
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69.12
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69.26
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69.11
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69.20
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69.23
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70.21
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67.06
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67.33
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67.85
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67.76
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67.94
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68.05
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67.49
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67.75
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67.94
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67.98
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68.03
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68.11
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68.13
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68.19
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68.20
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68.13
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68.23
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68.32
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68.40
AutoCAD SHX Text
68.43
AutoCAD SHX Text
68.57
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68.65
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68.66
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68.69
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68.56
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68.76
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68.87
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68.96
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68.82
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68.59
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68.48
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68.41
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68.36
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68.35
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68.32
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68.33
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68.33
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68.15
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67.91
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67.93
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67.99
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67.77
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67.53
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67.55
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67.61
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67.15
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67.01
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67.50
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67.81
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67.68
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67.95
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68.25
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68.29
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68.21
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68.39
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68.34
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68.08
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67.52
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67.99
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67.96
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68.32
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68.31
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68.11
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68.04
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68.06
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68.09
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68.06
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67.96
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68.02
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67.93
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67.55
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67.53
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67.60
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67.82
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67.88
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67.78
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67.86
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67.96
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68.05
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68.04
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68.05
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68.03
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68.04
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68.10
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68.09
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67.98
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67.95
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67.88
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67.21
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67.63
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68.05
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67.97
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68.33
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68.26
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68.22
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68.23
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68.27
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68.55
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68.60
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68.60
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68.61
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68.80
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68.77
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68.68
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68.68
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68.77
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68.62
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68.60
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68.55
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68.50
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68.46
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68.63
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68.64
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68.55
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68.80
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68.82
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68.87
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69.04
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69.04
AutoCAD SHX Text
69.07
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69.19
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69.06
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68.41
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68.40
AutoCAD SHX Text
68.48
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68.42
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68.38
AutoCAD SHX Text
68.33
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68.33
AutoCAD SHX Text
68.35
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68.39
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68.50
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68.53
AutoCAD SHX Text
68.52
AutoCAD SHX Text
68.43
AutoCAD SHX Text
68.29
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68.27
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68.07
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67.95
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67.95
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67.99
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67.95
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67.82
AutoCAD SHX Text
67.79
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67.70
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67.70
AutoCAD SHX Text
67.78
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67.37
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68.34
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68.53
AutoCAD SHX Text
68.69
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68.80
AutoCAD SHX Text
68.92
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68.92
AutoCAD SHX Text
68.99
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69.05
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68.68
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68.61
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68.61
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68.56
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68.50
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68.55
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68.54
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68.13
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68.14
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67.97
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67.78
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67.97
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70.65
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69.15
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69.23
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69.31
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70.44
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70.62
AutoCAD SHX Text
70.87
AutoCAD SHX Text
71.30
AutoCAD SHX Text
71.13
AutoCAD SHX Text
71.04
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69.20
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69.03
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69.93
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69.04
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68.81
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68.99
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70.47
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69.97
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69.98
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69.02
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69.69
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69.72
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70.82
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69.72
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69.97
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69.96
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69.71
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69.76
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69.98
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69.97
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69.76
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69.77
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69.97
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69.97
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69.72
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69.74
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69.72
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69.17
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69.95
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69.96
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69.22
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69.95
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69.97
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70.25
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70.26
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70.53
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70.72
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69.74
AutoCAD SHX Text
69.72
AutoCAD SHX Text
69.38
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68.97
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68.98
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69.04
AutoCAD SHX Text
68.86
AutoCAD SHX Text
68.85
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71.52
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69.73
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69.68
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71.88
AutoCAD SHX Text
71.87
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71.42
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69.84
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72.79
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72.75
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72.76
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73.25
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76.00
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75.99
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76.01
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76.61
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69.76
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.78
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.75
AutoCAD SHX Text
69.75
AutoCAD SHX Text
70.26
AutoCAD SHX Text
70.40
AutoCAD SHX Text
70.53
AutoCAD SHX Text
70.51
AutoCAD SHX Text
70.47
AutoCAD SHX Text
70.34
AutoCAD SHX Text
70.42
AutoCAD SHX Text
70.31
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.74
AutoCAD SHX Text
69.70
AutoCAD SHX Text
69.75
AutoCAD SHX Text
71.63
AutoCAD SHX Text
70.04
AutoCAD SHX Text
68.85
AutoCAD SHX Text
68.88
AutoCAD SHX Text
68.64
AutoCAD SHX Text
68.63
AutoCAD SHX Text
68.56
AutoCAD SHX Text
68.58
AutoCAD SHX Text
68.65
AutoCAD SHX Text
68.57
AutoCAD SHX Text
69.99
AutoCAD SHX Text
68.62
AutoCAD SHX Text
68.64
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68.67
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69.19
AutoCAD SHX Text
69.20
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69.20
AutoCAD SHX Text
69.24
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69.25
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69.25
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69.36
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69.42
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69.43
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72.27
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76.31
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76.59
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76.61
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76.58
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83.30
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83.31
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71.00
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71.14
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71.15
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72.51
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73.12
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70.73
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70.78
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71.83
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71.81
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71.84
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72.02
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72.40
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72.30
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72.25
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71.81
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70.79
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70.86
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71.25
AutoCAD SHX Text
71.65
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72.11
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72.57
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72.78
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71.44
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71.02
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70.83
AutoCAD SHX Text
70.69
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71.10
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71.73
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70.53
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70.39
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70.37
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70.30
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70.26
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70.19
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70.86
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71.48
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71.64
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72.06
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72.03
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71.97
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71.90
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71.73
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71.94
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72.04
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72.29
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72.49
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72.72
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72.73
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73.65
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72.90
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72.77
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73.81
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74.00
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75.57
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75.38
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76.68
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76.86
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76.80
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76.76
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76.76
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76.78
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76.66
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76.68
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76.66
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76.81
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76.48
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74.94
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75.11
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74.95
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73.20
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73.44
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73.34
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73.21
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73.13
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70.99
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72.21
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72.90
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74.54
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77.82
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75.75
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72.97
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72.83
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71.25
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71.39
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70.92
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70.77
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70.69
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70.53
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70.40
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70.39
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70.39
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70.15
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70.38
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69.95
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70.36
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70.14
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69.64
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70.37
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70.36
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70.35
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70.29
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69.97
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69.75
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69.64
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69.55
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69.48
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70.05
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70.08
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70.07
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68.56
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70.03
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72.36
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72.35
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69.93
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70.53
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71.00
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71.34
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70.77
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70.37
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70.35
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70.16
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70.08
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69.96
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69.66
AutoCAD SHX Text
70.33
AutoCAD SHX Text
70.35
AutoCAD SHX Text
71.58
AutoCAD SHX Text
69.54
AutoCAD SHX Text
68.90
AutoCAD SHX Text
70.43
AutoCAD SHX Text
70.43
AutoCAD SHX Text
70.42
AutoCAD SHX Text
69.83
AutoCAD SHX Text
69.83
AutoCAD SHX Text
69.84
AutoCAD SHX Text
70.15
AutoCAD SHX Text
70.12
AutoCAD SHX Text
70.15
AutoCAD SHX Text
70.23
AutoCAD SHX Text
70.20
AutoCAD SHX Text
70.16
AutoCAD SHX Text
70.09
AutoCAD SHX Text
70.08
AutoCAD SHX Text
70.10
AutoCAD SHX Text
69.90
AutoCAD SHX Text
69.93
AutoCAD SHX Text
69.88
AutoCAD SHX Text
72.63
AutoCAD SHX Text
72.55
AutoCAD SHX Text
72.78
AutoCAD SHX Text
71.38
AutoCAD SHX Text
70.41
AutoCAD SHX Text
69.50
AutoCAD SHX Text
69.81
AutoCAD SHX Text
69.80
AutoCAD SHX Text
71.66
AutoCAD SHX Text
78.12
AutoCAD SHX Text
69.78
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.83
AutoCAD SHX Text
69.84
AutoCAD SHX Text
69.73
AutoCAD SHX Text
69.78
AutoCAD SHX Text
72.52
AutoCAD SHX Text
72.65
AutoCAD SHX Text
70.21
AutoCAD SHX Text
70.22
AutoCAD SHX Text
73.08
AutoCAD SHX Text
70.27
AutoCAD SHX Text
69.85
AutoCAD SHX Text
69.83
AutoCAD SHX Text
69.80
AutoCAD SHX Text
69.92
AutoCAD SHX Text
78.53
AutoCAD SHX Text
73.06
AutoCAD SHX Text
73.28
AutoCAD SHX Text
71.71
AutoCAD SHX Text
70.24
AutoCAD SHX Text
70.31
AutoCAD SHX Text
78.45
AutoCAD SHX Text
70.45
AutoCAD SHX Text
70.42
AutoCAD SHX Text
70.37
AutoCAD SHX Text
70.24
AutoCAD SHX Text
70.00
AutoCAD SHX Text
73.26
AutoCAD SHX Text
72.17
AutoCAD SHX Text
72.34
AutoCAD SHX Text
72.16
AutoCAD SHX Text
73.35
AutoCAD SHX Text
74.40
AutoCAD SHX Text
75.70
AutoCAD SHX Text
77.22
AutoCAD SHX Text
77.79
AutoCAD SHX Text
77.91
AutoCAD SHX Text
77.85
AutoCAD SHX Text
77.22
AutoCAD SHX Text
75.94
AutoCAD SHX Text
74.69
AutoCAD SHX Text
74.32
AutoCAD SHX Text
74.28
AutoCAD SHX Text
74.29
AutoCAD SHX Text
73.58
AutoCAD SHX Text
72.22
AutoCAD SHX Text
71.96
AutoCAD SHX Text
72.18
AutoCAD SHX Text
72.17
AutoCAD SHX Text
71.83
AutoCAD SHX Text
71.95
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.21
AutoCAD SHX Text
73.35
AutoCAD SHX Text
71.81
AutoCAD SHX Text
71.68
AutoCAD SHX Text
71.60
AutoCAD SHX Text
71.87
AutoCAD SHX Text
71.95
AutoCAD SHX Text
71.83
AutoCAD SHX Text
71.76
AutoCAD SHX Text
73.15
AutoCAD SHX Text
74.37
AutoCAD SHX Text
74.23
AutoCAD SHX Text
74.25
AutoCAD SHX Text
73.48
AutoCAD SHX Text
73.45
AutoCAD SHX Text
72.62
AutoCAD SHX Text
71.83
AutoCAD SHX Text
71.40
AutoCAD SHX Text
71.28
AutoCAD SHX Text
71.01
AutoCAD SHX Text
70.92
AutoCAD SHX Text
70.96
AutoCAD SHX Text
71.32
AutoCAD SHX Text
71.91
AutoCAD SHX Text
73.81
AutoCAD SHX Text
74.17
AutoCAD SHX Text
73.80
AutoCAD SHX Text
73.54
AutoCAD SHX Text
72.59
AutoCAD SHX Text
71.66
AutoCAD SHX Text
71.35
AutoCAD SHX Text
70.92
AutoCAD SHX Text
70.66
AutoCAD SHX Text
70.70
AutoCAD SHX Text
70.59
AutoCAD SHX Text
71.19
AutoCAD SHX Text
72.41
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.18
AutoCAD SHX Text
69.17
AutoCAD SHX Text
68.96
AutoCAD SHX Text
68.96
AutoCAD SHX Text
70.45
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.63
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.63
AutoCAD SHX Text
70.64
AutoCAD SHX Text
69.30
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.62
AutoCAD SHX Text
70.65
AutoCAD SHX Text
70.71
AutoCAD SHX Text
70.78
AutoCAD SHX Text
70.57
AutoCAD SHX Text
70.40
AutoCAD SHX Text
70.33
AutoCAD SHX Text
70.19
AutoCAD SHX Text
69.15
AutoCAD SHX Text
69.11
AutoCAD SHX Text
70.22
AutoCAD SHX Text
70.14
AutoCAD SHX Text
70.11
AutoCAD SHX Text
70.12
AutoCAD SHX Text
70.35
AutoCAD SHX Text
70.52
AutoCAD SHX Text
70.83
AutoCAD SHX Text
70.72
AutoCAD SHX Text
70.99
AutoCAD SHX Text
71.22
AutoCAD SHX Text
71.40
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.38
AutoCAD SHX Text
71.52
AutoCAD SHX Text
71.73
AutoCAD SHX Text
71.56
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.07
AutoCAD SHX Text
71.34
AutoCAD SHX Text
70.96
AutoCAD SHX Text
70.91
AutoCAD SHX Text
70.98
AutoCAD SHX Text
70.76
AutoCAD SHX Text
70.84
AutoCAD SHX Text
75.05
AutoCAD SHX Text
74.89
AutoCAD SHX Text
75.72
AutoCAD SHX Text
76.81
AutoCAD SHX Text
76.97
AutoCAD SHX Text
76.97
AutoCAD SHX Text
75.86
AutoCAD SHX Text
74.97
AutoCAD SHX Text
75.07
AutoCAD SHX Text
72.21
AutoCAD SHX Text
72.11
AutoCAD SHX Text
72.05
AutoCAD SHX Text
72.11
AutoCAD SHX Text
72.07
AutoCAD SHX Text
72.31
AutoCAD SHX Text
72.26
AutoCAD SHX Text
72.42
AutoCAD SHX Text
72.62
AutoCAD SHX Text
73.52
AutoCAD SHX Text
73.91
AutoCAD SHX Text
73.91
AutoCAD SHX Text
74.41
AutoCAD SHX Text
74.33
AutoCAD SHX Text
74.36
AutoCAD SHX Text
74.28
AutoCAD SHX Text
74.49
AutoCAD SHX Text
75.18
AutoCAD SHX Text
75.16
AutoCAD SHX Text
75.16
AutoCAD SHX Text
75.20
AutoCAD SHX Text
75.00
AutoCAD SHX Text
73.89
AutoCAD SHX Text
73.19
AutoCAD SHX Text
72.71
AutoCAD SHX Text
72.41
AutoCAD SHX Text
72.41
AutoCAD SHX Text
73.00
AutoCAD SHX Text
73.77
AutoCAD SHX Text
74.31
AutoCAD SHX Text
74.05
AutoCAD SHX Text
73.67
AutoCAD SHX Text
73.70
AutoCAD SHX Text
73.14
AutoCAD SHX Text
73.08
AutoCAD SHX Text
72.74
AutoCAD SHX Text
72.63
AutoCAD SHX Text
71.22
AutoCAD SHX Text
69.55
AutoCAD SHX Text
69.78
AutoCAD SHX Text
69.98
AutoCAD SHX Text
69.96
AutoCAD SHX Text
69.49
AutoCAD SHX Text
69.30
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.18
AutoCAD SHX Text
69.07
AutoCAD SHX Text
69.00
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.25
AutoCAD SHX Text
67.36
AutoCAD SHX Text
67.82
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.41
AutoCAD SHX Text
68.59
AutoCAD SHX Text
68.70
AutoCAD SHX Text
68.72
AutoCAD SHX Text
68.76
AutoCAD SHX Text
68.82
AutoCAD SHX Text
69.02
AutoCAD SHX Text
69.05
AutoCAD SHX Text
68.94
AutoCAD SHX Text
68.92
AutoCAD SHX Text
68.82
AutoCAD SHX Text
68.83
AutoCAD SHX Text
68.71
AutoCAD SHX Text
68.57
AutoCAD SHX Text
68.26
AutoCAD SHX Text
68.07
AutoCAD SHX Text
68.12
AutoCAD SHX Text
68.17
AutoCAD SHX Text
68.20
AutoCAD SHX Text
73.58
AutoCAD SHX Text
72.26
AutoCAD SHX Text
74.54
AutoCAD SHX Text
72.69
AutoCAD SHX Text
74.79
AutoCAD SHX Text
74.58
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.60
AutoCAD SHX Text
74.67
AutoCAD SHX Text
74.81
AutoCAD SHX Text
74.77
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.81
AutoCAD SHX Text
74.83
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.96
AutoCAD SHX Text
74.97
AutoCAD SHX Text
75.04
AutoCAD SHX Text
75.07
AutoCAD SHX Text
75.05
AutoCAD SHX Text
71.31
AutoCAD SHX Text
75.93
AutoCAD SHX Text
75.92
AutoCAD SHX Text
74.85
AutoCAD SHX Text
75.19
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.22
AutoCAD SHX Text
75.17
AutoCAD SHX Text
74.50
AutoCAD SHX Text
74.48
AutoCAD SHX Text
74.49
AutoCAD SHX Text
74.30
AutoCAD SHX Text
74.73
AutoCAD SHX Text
74.11
AutoCAD SHX Text
74.93
AutoCAD SHX Text
74.91
AutoCAD SHX Text
74.66
AutoCAD SHX Text
74.95
AutoCAD SHX Text
75.52
AutoCAD SHX Text
75.73
AutoCAD SHX Text
74.52
AutoCAD SHX Text
74.55
AutoCAD SHX Text
72.78
AutoCAD SHX Text
74.72
AutoCAD SHX Text
74.37
AutoCAD SHX Text
74.24
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74.10
AutoCAD SHX Text
76.46
AutoCAD SHX Text
74.53
AutoCAD SHX Text
74.52
AutoCAD SHX Text
72.81
AutoCAD SHX Text
76.38
AutoCAD SHX Text
75.27
AutoCAD SHX Text
75.17
AutoCAD SHX Text
75.13
AutoCAD SHX Text
75.21
AutoCAD SHX Text
75.35
AutoCAD SHX Text
75.32
AutoCAD SHX Text
75.29
AutoCAD SHX Text
75.29
AutoCAD SHX Text
75.33
AutoCAD SHX Text
74.94
AutoCAD SHX Text
75.15
AutoCAD SHX Text
72.77
AutoCAD SHX Text
72.81
AutoCAD SHX Text
72.81
AutoCAD SHX Text
75.36
AutoCAD SHX Text
75.28
AutoCAD SHX Text
75.27
AutoCAD SHX Text
75.24
AutoCAD SHX Text
75.24
AutoCAD SHX Text
75.17
AutoCAD SHX Text
75.14
AutoCAD SHX Text
75.20
AutoCAD SHX Text
74.50
AutoCAD SHX Text
75.10
AutoCAD SHX Text
75.25
AutoCAD SHX Text
75.26
AutoCAD SHX Text
75.31
AutoCAD SHX Text
75.20
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.26
AutoCAD SHX Text
75.28
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.24
AutoCAD SHX Text
69.29
AutoCAD SHX Text
69.26
AutoCAD SHX Text
69.35
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.67
AutoCAD SHX Text
68.45
AutoCAD SHX Text
68.34
AutoCAD SHX Text
68.27
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.21
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.01
AutoCAD SHX Text
67.79
AutoCAD SHX Text
67.63
AutoCAD SHX Text
67.01
AutoCAD SHX Text
67.99
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.09
AutoCAD SHX Text
68.26
AutoCAD SHX Text
68.29
AutoCAD SHX Text
68.51
AutoCAD SHX Text
68.43
AutoCAD SHX Text
68.55
AutoCAD SHX Text
68.62
AutoCAD SHX Text
68.73
AutoCAD SHX Text
67.18
AutoCAD SHX Text
68.53
AutoCAD SHX Text
68.63
AutoCAD SHX Text
68.61
AutoCAD SHX Text
68.64
AutoCAD SHX Text
68.46
AutoCAD SHX Text
67.98
AutoCAD SHX Text
68.03
AutoCAD SHX Text
67.93
AutoCAD SHX Text
67.69
AutoCAD SHX Text
68.21
AutoCAD SHX Text
68.27
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.11
AutoCAD SHX Text
72.13
AutoCAD SHX Text
71.97
AutoCAD SHX Text
71.89
AutoCAD SHX Text
72.22
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.14
AutoCAD SHX Text
72.27
AutoCAD SHX Text
71.68
AutoCAD SHX Text
70.43
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
&
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
&
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
BIN
AutoCAD SHX Text
LANE
AutoCAD SHX Text
MARKING
AutoCAD SHX Text
MARKING
AutoCAD SHX Text
LANE
AutoCAD SHX Text
CENTRELINE
AutoCAD SHX Text
OF
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
SEAT
AutoCAD SHX Text
STRIP DRAIN
AutoCAD SHX Text
STRIP DRAIN
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
W/C
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
68.81 F.L.
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BRICK SUBSTATION
AutoCAD SHX Text
VEHICLE CROSSING
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
F.L. 69.74
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
STORMWATER PIT INV. R.L.69.25
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.18 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.21 F.L.
AutoCAD SHX Text
69.10 F.L.
AutoCAD SHX Text
69.09 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.10 F.L.
AutoCAD SHX Text
68.67 F.L.
AutoCAD SHX Text
68.65 F.L.
AutoCAD SHX Text
68.66 F.L.
AutoCAD SHX Text
68.86 F.L.
AutoCAD SHX Text
68.79 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
MALL ENTANCE
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.59 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
68.71 F.L.
AutoCAD SHX Text
68.58 F.L.
AutoCAD SHX Text
68.71 F.L.
AutoCAD SHX Text
68.55 F.L.
AutoCAD SHX Text
68.55 F.L.
AutoCAD SHX Text
68.60 F.L.
AutoCAD SHX Text
68.66 F.L.
AutoCAD SHX Text
68.54 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
68.75 F.L.
AutoCAD SHX Text
68.84 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
(UNDER CONSTRUCTION)
AutoCAD SHX Text
(UNDER CONSTRUCTION)
AutoCAD SHX Text
NO SEWER MANHOLE FOUND IN VICINITY
AutoCAD SHX Text
INVERT R.L.70.74
AutoCAD SHX Text
TOP
AutoCAD SHX Text
OF
AutoCAD SHX Text
BANK
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
OF
AutoCAD SHX Text
BANK
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
INSIDE
AutoCAD SHX Text
FACE
AutoCAD SHX Text
OF
AutoCAD SHX Text
WALL
AutoCAD SHX Text
74.88 F.L.
AutoCAD SHX Text
74.83 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
MALL ENTRANCE
AutoCAD SHX Text
74.86 F.L.
AutoCAD SHX Text
74.86 F.L.
AutoCAD SHX Text
74.84 F.L.
AutoCAD SHX Text
INV. 67.67
AutoCAD SHX Text
INV. 70.46
AutoCAD SHX Text
69.51 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.56 F.L.
AutoCAD SHX Text
69.86 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
74.22 F.L.
AutoCAD SHX Text
74.21 F.L.
AutoCAD SHX Text
74.38 F.L.
AutoCAD SHX Text
DIA. 225 INV. 69.01
AutoCAD SHX Text
DIA. 225 INV. 68.93
AutoCAD SHX Text
DIA. 225 INV. 66.53
AutoCAD SHX Text
DIA. 225 INV. 66.51
AutoCAD SHX Text
DIA. 225 INV. 66.46
AutoCAD SHX Text
DIA. 150 INV. 66.68
AutoCAD SHX Text
DIA. 150 INV.66.07
AutoCAD SHX Text
DIA. 225 INV. 65.96
AutoCAD SHX Text
DIA. 225 INV. 65.99
AutoCAD SHX Text
DIA. 225 INV. 65.82
AutoCAD SHX Text
DIA. 225 INV. 70.56
AutoCAD SHX Text
DIA. 225 INV. 70.54
AutoCAD SHX Text
DIA. 225 INV. 70.16
AutoCAD SHX Text
DIA. 100 INV. 70.51
AutoCAD SHX Text
DIA. 225 INV. 70.11
AutoCAD SHX Text
DIA. 225 INV. 67.59
AutoCAD SHX Text
DIA. 225 INV. 67.62
AutoCAD SHX Text
DIA. 225 INV. 67.67
AutoCAD SHX Text
DIA. 225 INV. 67.42
AutoCAD SHX Text
DIA. 225 INV. 67.47
AutoCAD SHX Text
DIA. 150 INV. 67.46
AutoCAD SHX Text
DIA. 225 INV. 66.82
AutoCAD SHX Text
DIA. 225 INV. 66.77
AutoCAD SHX Text
DIA. 225 INV. 66.77
AutoCAD SHX Text
E 322220 N 6259100
AutoCAD SHX Text
E 322220 N 6259120
AutoCAD SHX Text
E 322240 N 6259120
AutoCAD SHX Text
E 322260 N 6259120
AutoCAD SHX Text
E 322280 N 6259120
AutoCAD SHX Text
E 322300 N 6259120
AutoCAD SHX Text
E 322220 N 6259140
AutoCAD SHX Text
E 322240 N 6259140
AutoCAD SHX Text
E 322260 N 6259140
AutoCAD SHX Text
E 322280 N 6259140
AutoCAD SHX Text
E 322300 N 6259140
AutoCAD SHX Text
E 322320 N 6259140
AutoCAD SHX Text
E 322340 N 6259140
AutoCAD SHX Text
E 322360 N 6259140
AutoCAD SHX Text
E 322380 N 6259140
AutoCAD SHX Text
E 322220 N 6259160
AutoCAD SHX Text
E 322240 N 6259160
AutoCAD SHX Text
E 322260 N 6259160
AutoCAD SHX Text
E 322280 N 6259160
AutoCAD SHX Text
E 322300 N 6259160
AutoCAD SHX Text
E 322320 N 6259160
AutoCAD SHX Text
E 322340 N 6259160
AutoCAD SHX Text
E 322360 N 6259160
AutoCAD SHX Text
E 322380 N 6259160
AutoCAD SHX Text
E 322400 N 6259160
AutoCAD SHX Text
E 322420 N 6259160
AutoCAD SHX Text
E 322440 N 6259160
AutoCAD SHX Text
E 322200 N 6259180
AutoCAD SHX Text
E 322220 N 6259180
AutoCAD SHX Text
E 322240 N 6259180
AutoCAD SHX Text
E 322260 N 6259180
AutoCAD SHX Text
E 322280 N 6259180
AutoCAD SHX Text
E 322300 N 6259180
AutoCAD SHX Text
E 322320 N 6259180
AutoCAD SHX Text
E 322340 N 6259180
AutoCAD SHX Text
E 322360 N 6259180
AutoCAD SHX Text
E 322380 N 6259180
AutoCAD SHX Text
E 322400 N 6259180
AutoCAD SHX Text
E 322420 N 6259180
AutoCAD SHX Text
E 322440 N 6259180
AutoCAD SHX Text
E 322460 N 6259180
AutoCAD SHX Text
E 322480 N 6259180
AutoCAD SHX Text
E 322500 N 6259180
AutoCAD SHX Text
E 322200 N 6259200
AutoCAD SHX Text
E 322220 N 6259200
AutoCAD SHX Text
E 322240 N 6259200
AutoCAD SHX Text
E 322260 N 6259200
AutoCAD SHX Text
E 322280 N 6259200
AutoCAD SHX Text
E 322300 N 6259200
AutoCAD SHX Text
E 322320 N 6259200
AutoCAD SHX Text
E 322340 N 6259200
AutoCAD SHX Text
E 322360 N 6259200
AutoCAD SHX Text
E 322380 N 6259200
AutoCAD SHX Text
E 322400 N 6259200
AutoCAD SHX Text
E 322420 N 6259200
AutoCAD SHX Text
E 322440 N 6259200
AutoCAD SHX Text
E 322460 N 6259200
AutoCAD SHX Text
E 322480 N 6259200
AutoCAD SHX Text
E 322500 N 6259200
AutoCAD SHX Text
E 322200 N 6259220
AutoCAD SHX Text
E 322220 N 6259220
AutoCAD SHX Text
E 322240 N 6259220
AutoCAD SHX Text
E 322260 N 6259220
AutoCAD SHX Text
E 322280 N 6259220
AutoCAD SHX Text
E 322300 N 6259220
AutoCAD SHX Text
E 322320 N 6259220
AutoCAD SHX Text
E 322340 N 6259220
AutoCAD SHX Text
E 322360 N 6259220
AutoCAD SHX Text
E 322380 N 6259220
AutoCAD SHX Text
E 322400 N 6259220
AutoCAD SHX Text
E 322420 N 6259220
AutoCAD SHX Text
E 322440 N 6259220
AutoCAD SHX Text
E 322460 N 6259220
AutoCAD SHX Text
E 322480 N 6259220
AutoCAD SHX Text
E 322180 N 6259240
AutoCAD SHX Text
E 322200 N 6259240
AutoCAD SHX Text
E 322220 N 6259240
AutoCAD SHX Text
E 322240 N 6259240
AutoCAD SHX Text
E 322260 N 6259240
AutoCAD SHX Text
E 322280 N 6259240
AutoCAD SHX Text
E 322300 N 6259240
AutoCAD SHX Text
E 322320 N 6259240
AutoCAD SHX Text
E 322340 N 6259240
AutoCAD SHX Text
E 322360 N 6259240
AutoCAD SHX Text
E 322380 N 6259240
AutoCAD SHX Text
E 322400 N 6259240
AutoCAD SHX Text
E 322420 N 6259240
AutoCAD SHX Text
E 322440 N 6259240
AutoCAD SHX Text
E 322460 N 6259240
AutoCAD SHX Text
E 322480 N 6259240
AutoCAD SHX Text
E 322180 N 6259260
AutoCAD SHX Text
E 322200 N 6259260
AutoCAD SHX Text
E 322220 N 6259260
AutoCAD SHX Text
E 322240 N 6259260
AutoCAD SHX Text
E 322260 N 6259260
AutoCAD SHX Text
E 322280 N 6259260
AutoCAD SHX Text
E 322300 N 6259260
AutoCAD SHX Text
E 322320 N 6259260
AutoCAD SHX Text
E 322340 N 6259260
AutoCAD SHX Text
E 322360 N 6259260
AutoCAD SHX Text
E 322380 N 6259260
AutoCAD SHX Text
E 322400 N 6259260
AutoCAD SHX Text
E 322420 N 6259260
AutoCAD SHX Text
E 322440 N 6259260
AutoCAD SHX Text
E 322460 N 6259260
AutoCAD SHX Text
E 322480 N 6259260
AutoCAD SHX Text
E 322200 N 6259280
AutoCAD SHX Text
E 322220 N 6259280
AutoCAD SHX Text
E 322240 N 6259280
AutoCAD SHX Text
E 322260 N 6259280
AutoCAD SHX Text
E 322280 N 6259280
AutoCAD SHX Text
E 322300 N 6259280
AutoCAD SHX Text
E 322320 N 6259280
AutoCAD SHX Text
E 322340 N 6259280
AutoCAD SHX Text
E 322360 N 6259280
AutoCAD SHX Text
E 322380 N 6259280
AutoCAD SHX Text
E 322400 N 6259280
AutoCAD SHX Text
E 322420 N 6259280
AutoCAD SHX Text
E 322440 N 6259280
AutoCAD SHX Text
E 322460 N 6259280
AutoCAD SHX Text
E 322480 N 6259280
AutoCAD SHX Text
E 322260 N 6259300
AutoCAD SHX Text
E 322280 N 6259300
AutoCAD SHX Text
E 322300 N 6259300
AutoCAD SHX Text
E 322320 N 6259300
AutoCAD SHX Text
E 322340 N 6259300
AutoCAD SHX Text
E 322360 N 6259300
AutoCAD SHX Text
E 322380 N 6259300
AutoCAD SHX Text
E 322400 N 6259300
AutoCAD SHX Text
E 322420 N 6259300
AutoCAD SHX Text
E 322440 N 6259300
AutoCAD SHX Text
E 322460 N 6259300
AutoCAD SHX Text
E 322340 N 6259320
AutoCAD SHX Text
E 322360 N 6259320
AutoCAD SHX Text
E 322380 N 6259320
AutoCAD SHX Text
E 322400 N 6259320
AutoCAD SHX Text
E 322420 N 6259320
AutoCAD SHX Text
E 322440 N 6259320
AutoCAD SHX Text
E 322460 N 6259320
AutoCAD SHX Text
E 322400 N 6259340
AutoCAD SHX Text
E 322420 N 6259340
AutoCAD SHX Text
E 322440 N 6259340
AutoCAD SHX Text
E 322460 N 6259340
AutoCAD SHX Text
74 12
AutoCAD SHX Text
74 01
AutoCAD SHX Text
73 94
AutoCAD SHX Text
73 90
AutoCAD SHX Text
73 11
AutoCAD SHX Text
71 75
AutoCAD SHX Text
70 01
AutoCAD SHX Text
69 89
AutoCAD SHX Text
69 71
AutoCAD SHX Text
70 24
AutoCAD SHX Text
71 63
AutoCAD SHX Text
72 05
AutoCAD SHX Text
73 12
AutoCAD SHX Text
73.37
AutoCAD SHX Text
73.43
AutoCAD SHX Text
73 62
AutoCAD SHX Text
73 70
AutoCAD SHX Text
73.84
AutoCAD SHX Text
73.85
AutoCAD SHX Text
73 87
AutoCAD SHX Text
74 10
AutoCAD SHX Text
74 27
AutoCAD SHX Text
74 18
AutoCAD SHX Text
PP
AutoCAD SHX Text
74 09
AutoCAD SHX Text
SP
AutoCAD SHX Text
73 95
AutoCAD SHX Text
SP
AutoCAD SHX Text
73 91
AutoCAD SHX Text
HYD
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
73 97
AutoCAD SHX Text
GAS
AutoCAD SHX Text
SP
AutoCAD SHX Text
PP
AutoCAD SHX Text
73 45
AutoCAD SHX Text
SV
AutoCAD SHX Text
73 32
AutoCAD SHX Text
SV
AutoCAD SHX Text
73.45
AutoCAD SHX Text
HYD
AutoCAD SHX Text
72 28
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 96
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 08
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
74.21
AutoCAD SHX Text
74 09
AutoCAD SHX Text
74.08
AutoCAD SHX Text
74 07
AutoCAD SHX Text
74.19
AutoCAD SHX Text
74 06
AutoCAD SHX Text
GAS
AutoCAD SHX Text
73 88
AutoCAD SHX Text
73 58
AutoCAD SHX Text
74 40
AutoCAD SHX Text
74 39
AutoCAD SHX Text
SP
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74 57
AutoCAD SHX Text
PP
AutoCAD SHX Text
74 55
AutoCAD SHX Text
HYD
AutoCAD SHX Text
74 64
AutoCAD SHX Text
74.75
AutoCAD SHX Text
74.83
AutoCAD SHX Text
75 06
AutoCAD SHX Text
74 89
AutoCAD SHX Text
74 62
AutoCAD SHX Text
74 35
AutoCAD SHX Text
74 39
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 21
AutoCAD SHX Text
74.03
AutoCAD SHX Text
74 00
AutoCAD SHX Text
74 16
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 45
AutoCAD SHX Text
74 85
AutoCAD SHX Text
75 08
AutoCAD SHX Text
74.53
AutoCAD SHX Text
74.51
AutoCAD SHX Text
74 54
AutoCAD SHX Text
74.56
AutoCAD SHX Text
74 57
AutoCAD SHX Text
74 71
AutoCAD SHX Text
74.78
AutoCAD SHX Text
74 75
AutoCAD SHX Text
74.86
AutoCAD SHX Text
74 81
AutoCAD SHX Text
74 71
AutoCAD SHX Text
74.93
AutoCAD SHX Text
74.98
AutoCAD SHX Text
75.01
AutoCAD SHX Text
75.03
AutoCAD SHX Text
75.01
AutoCAD SHX Text
75.10
AutoCAD SHX Text
75.02
AutoCAD SHX Text
74.75
AutoCAD SHX Text
73 57
AutoCAD SHX Text
72 79
AutoCAD SHX Text
72 54
AutoCAD SHX Text
73.11
AutoCAD SHX Text
73.46
AutoCAD SHX Text
73.69
AutoCAD SHX Text
74 15
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 47
AutoCAD SHX Text
SP
AutoCAD SHX Text
DMR
AutoCAD SHX Text
TL
AutoCAD SHX Text
75 05
AutoCAD SHX Text
TL
AutoCAD SHX Text
SV
AutoCAD SHX Text
75.12
AutoCAD SHX Text
HYD
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 99
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 93
AutoCAD SHX Text
PP
AutoCAD SHX Text
74.64
AutoCAD SHX Text
75.19
AutoCAD SHX Text
75 27
AutoCAD SHX Text
75.30
AutoCAD SHX Text
75 15
AutoCAD SHX Text
74 68
AutoCAD SHX Text
74 43
AutoCAD SHX Text
75 38
AutoCAD SHX Text
74 98
AutoCAD SHX Text
74 83
AutoCAD SHX Text
74 67
AutoCAD SHX Text
72 86
AutoCAD SHX Text
74 05
AutoCAD SHX Text
SMH
AutoCAD SHX Text
75 29
AutoCAD SHX Text
SMH
AutoCAD SHX Text
75 13
AutoCAD SHX Text
75 04
AutoCAD SHX Text
75.04
AutoCAD SHX Text
75 00
AutoCAD SHX Text
74 93
AutoCAD SHX Text
73 74
AutoCAD SHX Text
73 82
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74 93
AutoCAD SHX Text
74 97
AutoCAD SHX Text
75.04
AutoCAD SHX Text
74 04
AutoCAD SHX Text
74 14
AutoCAD SHX Text
75.05
AutoCAD SHX Text
75.07
AutoCAD SHX Text
75 09
AutoCAD SHX Text
75.11
AutoCAD SHX Text
74 15
AutoCAD SHX Text
74.34
AutoCAD SHX Text
74 27
AutoCAD SHX Text
74.18
AutoCAD SHX Text
74 07
AutoCAD SHX Text
WM
AutoCAD SHX Text
73 97
AutoCAD SHX Text
73 87
AutoCAD SHX Text
73 51
AutoCAD SHX Text
73 49
AutoCAD SHX Text
73.44
AutoCAD SHX Text
73 44
AutoCAD SHX Text
73 22
AutoCAD SHX Text
73.20
AutoCAD SHX Text
74 20
AutoCAD SHX Text
BOL
AutoCAD SHX Text
69 64
AutoCAD SHX Text
69 58
AutoCAD SHX Text
69.51
AutoCAD SHX Text
69.46
AutoCAD SHX Text
69.42
AutoCAD SHX Text
69.37
AutoCAD SHX Text
69 34
AutoCAD SHX Text
69.05
AutoCAD SHX Text
68.75
AutoCAD SHX Text
68 37
AutoCAD SHX Text
68 23
AutoCAD SHX Text
PP
AutoCAD SHX Text
69 85
AutoCAD SHX Text
HYD
AutoCAD SHX Text
69 72
AutoCAD SHX Text
SP
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69.65
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 53
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 38
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 36
AutoCAD SHX Text
S
AutoCAD SHX Text
69 22
AutoCAD SHX Text
TEL
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69.26
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
69 16
AutoCAD SHX Text
69 06
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 10
AutoCAD SHX Text
ELP
AutoCAD SHX Text
BOL
AutoCAD SHX Text
69 41
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 35
AutoCAD SHX Text
68 98
AutoCAD SHX Text
69 23
AutoCAD SHX Text
68 75
AutoCAD SHX Text
69 23
AutoCAD SHX Text
68 71
AutoCAD SHX Text
68.79
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 89
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 75
AutoCAD SHX Text
SV
AutoCAD SHX Text
GAS
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
68.82
AutoCAD SHX Text
SMH
AutoCAD SHX Text
68 93
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 26
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SP
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 85
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68.67
AutoCAD SHX Text
SP
AutoCAD SHX Text
68.53
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 38
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 33
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 14
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 36
AutoCAD SHX Text
SV
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 48
AutoCAD SHX Text
PIT
AutoCAD SHX Text
68 54
AutoCAD SHX Text
68 13
AutoCAD SHX Text
68 10
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68.02
AutoCAD SHX Text
68 07
AutoCAD SHX Text
68 09
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 08
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 05
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 42
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 40
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 41
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 34
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 40
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 53
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68.66
AutoCAD SHX Text
68 17
AutoCAD SHX Text
69 40
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 55
AutoCAD SHX Text
68 91
AutoCAD SHX Text
68 55
AutoCAD SHX Text
68 31
AutoCAD SHX Text
68 76
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 80
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 98
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 79
AutoCAD SHX Text
70.73
AutoCAD SHX Text
GAS
AutoCAD SHX Text
72.24
AutoCAD SHX Text
73 25
AutoCAD SHX Text
72.57
AutoCAD SHX Text
72 73
AutoCAD SHX Text
72 78
AutoCAD SHX Text
72 58
AutoCAD SHX Text
73 16
AutoCAD SHX Text
72 39
AutoCAD SHX Text
72 58
AutoCAD SHX Text
72.67
AutoCAD SHX Text
73.04
AutoCAD SHX Text
73.09
AutoCAD SHX Text
68 56
AutoCAD SHX Text
GAS
AutoCAD SHX Text
68 43
AutoCAD SHX Text
PIT
AutoCAD SHX Text
68 46
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 52
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 49
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 33
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 53
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 29
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 35
AutoCAD SHX Text
GAS
AutoCAD SHX Text
68 54
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 36
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 56
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 43
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 64
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 79
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 55
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 44
AutoCAD SHX Text
68 33
AutoCAD SHX Text
68 31
AutoCAD SHX Text
68 14
AutoCAD SHX Text
68 32
AutoCAD SHX Text
68 25
AutoCAD SHX Text
68 19
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 23
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 16
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 11
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 17
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 06
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 17
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
ELP
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 17
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
GAS
AutoCAD SHX Text
68.22
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 09
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 06
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 15
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 12
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 14
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 02
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 18
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 07
AutoCAD SHX Text
68 07
AutoCAD SHX Text
67 98
AutoCAD SHX Text
68.57
AutoCAD SHX Text
68.55
AutoCAD SHX Text
84 77
AutoCAD SHX Text
72 07
AutoCAD SHX Text
77 93
AutoCAD SHX Text
70 24
AutoCAD SHX Text
76 97
AutoCAD SHX Text
77.30
AutoCAD SHX Text
69.82
AutoCAD SHX Text
69.63
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 40
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 10
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 12
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 15
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69.27
AutoCAD SHX Text
S
AutoCAD SHX Text
69 02
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 99
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 05
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 18
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 06
AutoCAD SHX Text
TEL
AutoCAD SHX Text
GAS
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 87
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 82
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69 39
AutoCAD SHX Text
69 14
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 11
AutoCAD SHX Text
69 22
AutoCAD SHX Text
68 94
AutoCAD SHX Text
68 73
AutoCAD SHX Text
68 46
AutoCAD SHX Text
70.02
AutoCAD SHX Text
69 56
AutoCAD SHX Text
69.37
AutoCAD SHX Text
69.32
AutoCAD SHX Text
69.22
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 00
AutoCAD SHX Text
69.56
AutoCAD SHX Text
69 38
AutoCAD SHX Text
69 20
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 17
AutoCAD SHX Text
69 02
AutoCAD SHX Text
68 79
AutoCAD SHX Text
68 78
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 05
AutoCAD SHX Text
69 15
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 06
AutoCAD SHX Text
68 42
AutoCAD SHX Text
66 92
AutoCAD SHX Text
69 32
AutoCAD SHX Text
S
AutoCAD SHX Text
68 54
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 54
AutoCAD SHX Text
68 46
AutoCAD SHX Text
68 58
AutoCAD SHX Text
PIT
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 77
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 74
AutoCAD SHX Text
TEL
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 61
AutoCAD SHX Text
GAS
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 27
AutoCAD SHX Text
68 26
AutoCAD SHX Text
68 24
AutoCAD SHX Text
PIT
AutoCAD SHX Text
GAS
AutoCAD SHX Text
67 99
AutoCAD SHX Text
ELP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
67.93
AutoCAD SHX Text
SP
AutoCAD SHX Text
67 95
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
72 11
AutoCAD SHX Text
71.63
AutoCAD SHX Text
71.60
AutoCAD SHX Text
71 46
AutoCAD SHX Text
71 20
AutoCAD SHX Text
70 77
AutoCAD SHX Text
70.55
AutoCAD SHX Text
70.24
AutoCAD SHX Text
PP
AutoCAD SHX Text
70 17
AutoCAD SHX Text
70.46
AutoCAD SHX Text
70 79
AutoCAD SHX Text
71 13
AutoCAD SHX Text
SP
AutoCAD SHX Text
70 86
AutoCAD SHX Text
69 57
AutoCAD SHX Text
71 35
AutoCAD SHX Text
71 42
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 94
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 30
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 94
AutoCAD SHX Text
70 48
AutoCAD SHX Text
74 49
AutoCAD SHX Text
73 11
AutoCAD SHX Text
71 77
AutoCAD SHX Text
70 15
AutoCAD SHX Text
71 83
AutoCAD SHX Text
GAS
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
73 09
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.17
AutoCAD SHX Text
72.16
AutoCAD SHX Text
71.79
AutoCAD SHX Text
73.34
AutoCAD SHX Text
73.47
AutoCAD SHX Text
73 97
AutoCAD SHX Text
73 92
AutoCAD SHX Text
73.80
AutoCAD SHX Text
TL
AutoCAD SHX Text
SP
AutoCAD SHX Text
TL
AutoCAD SHX Text
TL
AutoCAD SHX Text
70 69
AutoCAD SHX Text
70 14
AutoCAD SHX Text
71 53
AutoCAD SHX Text
71.90
AutoCAD SHX Text
71 49
AutoCAD SHX Text
71 46
AutoCAD SHX Text
71.97
AutoCAD SHX Text
72 00
AutoCAD SHX Text
72 25
AutoCAD SHX Text
72 11
AutoCAD SHX Text
ROOF 77.35
AutoCAD SHX Text
ROOF 77.40
AutoCAD SHX Text
ROOF 77.42
AutoCAD SHX Text
PPT 77.76
AutoCAD SHX Text
PPT 77.89
AutoCAD SHX Text
PPT 77.79
AutoCAD SHX Text
ROOF 77.32
AutoCAD SHX Text
PPT 78.07
AutoCAD SHX Text
ROOF 76.52
AutoCAD SHX Text
ROOF 76.48
AutoCAD SHX Text
PPT 76.99
AutoCAD SHX Text
77.52
AutoCAD SHX Text
ROOF 75.54
AutoCAD SHX Text
ROOF 75.23
AutoCAD SHX Text
RIDGE 75.58
AutoCAD SHX Text
ROOF 76.16
AutoCAD SHX Text
ROOF 74.30
AutoCAD SHX Text
PPT 75.72
AutoCAD SHX Text
ROOF 73.91
AutoCAD SHX Text
PPT 75.39
AutoCAD SHX Text
ROOF 77.19
AutoCAD SHX Text
ROOF 77.63
AutoCAD SHX Text
ROOF 76.48
AutoCAD SHX Text
ROOF 73.18
AutoCAD SHX Text
TOP PIT 68.34
AutoCAD SHX Text
INV PIT ????
AutoCAD SHX Text
TOP PIT 68.38
AutoCAD SHX Text
ROOF 77.06
AutoCAD SHX Text
ROOF 77.03
AutoCAD SHX Text
PPT 77.97
AutoCAD SHX Text
ROOF 77.90
AutoCAD SHX Text
TOP PIT 68.49
AutoCAD SHX Text
AWNING 72.59
AutoCAD SHX Text
AWNING 72.61
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
77.10
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
77.48
AutoCAD SHX Text
PPT 77.97
AutoCAD SHX Text
TOP PIT 68.27
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
BOL
AutoCAD SHX Text
ROOF 75.98
AutoCAD SHX Text
ROOF 76.86
AutoCAD SHX Text
ROOF 77.08
AutoCAD SHX Text
PPT 77.44
AutoCAD SHX Text
RIDGE 78.82
AutoCAD SHX Text
ROOF 72.30
AutoCAD SHX Text
ROOF 78.00
AutoCAD SHX Text
ROOF 77.93
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
77.92
AutoCAD SHX Text
PARAPET 79.27
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
77.85
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
77.86
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
77.87
AutoCAD SHX Text
AWNING 71.92
AutoCAD SHX Text
ROOF 76.68
AutoCAD SHX Text
ROOF 73.67
AutoCAD SHX Text
ROOF 73.19
AutoCAD SHX Text
ROOF 73.07
AutoCAD SHX Text
ROOF 74.22
AutoCAD SHX Text
ROOF 75.49
AutoCAD SHX Text
ROOF 74.50
AutoCAD SHX Text
ROOF 73.05
AutoCAD SHX Text
ROOF 75.89
AutoCAD SHX Text
ROOF 73.30
AutoCAD SHX Text
RIDGE 75.71
AutoCAD SHX Text
ROOF 76.55
AutoCAD SHX Text
AWNING 72.09
AutoCAD SHX Text
AWNING 72.11
AutoCAD SHX Text
ROOF 74.78
AutoCAD SHX Text
PPT 75.26
AutoCAD SHX Text
ROOF 77.19
AutoCAD SHX Text
ROOF 77.24
AutoCAD SHX Text
PPT
AutoCAD SHX Text
77.49
AutoCAD SHX Text
RIDGE 85.04
AutoCAD SHX Text
RIDGE 84.65
AutoCAD SHX Text
ROOF 78.09
AutoCAD SHX Text
ROOF 76.14
AutoCAD SHX Text
ROOF 76.98
AutoCAD SHX Text
ROOF 73.90
AutoCAD SHX Text
ROOF 74.24
AutoCAD SHX Text
ROOF 74.33
AutoCAD SHX Text
ROOF 73.02
AutoCAD SHX Text
ROOF 75.42
AutoCAD SHX Text
AWNING 72.87
AutoCAD SHX Text
AWNING 72.59
AutoCAD SHX Text
AWNING 72.33
AutoCAD SHX Text
PPT 78.31
AutoCAD SHX Text
ROOF 73.28
AutoCAD SHX Text
PPT 73.52
AutoCAD SHX Text
ROOF 73.28
AutoCAD SHX Text
ROOF 74.97
AutoCAD SHX Text
RIDGE 78.41
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RIDGE 78.44
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ROOF 72.58
AutoCAD SHX Text
ROOF 72.70
AutoCAD SHX Text
ROOF 72.72
AutoCAD SHX Text
PPT 85.07
AutoCAD SHX Text
RIDGE 77.46
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PPT 76.05
AutoCAD SHX Text
ROOF 78.42
AutoCAD SHX Text
ROOF 78.41
AutoCAD SHX Text
FLOOR LEVEL
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RL74.85
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FLOOR LEVEL
AutoCAD SHX Text
RL72.72
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FLOOR LEVEL
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RL74.17
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FLOOR LEVEL
AutoCAD SHX Text
RL74.17
AutoCAD SHX Text
FLOOR LEVEL
AutoCAD SHX Text
RL74.37
AutoCAD SHX Text
E&G 79.23
AutoCAD SHX Text
E&G 79.24
AutoCAD SHX Text
E&G 79.20
AutoCAD SHX Text
E&G 79.19
AutoCAD SHX Text
E&G 79.23
AutoCAD SHX Text
E&G 79.20
AutoCAD SHX Text
TOP PIT 70.31
AutoCAD SHX Text
INV PIT 69.29
AutoCAD SHX Text
TOP PIT 73.24
AutoCAD SHX Text
INV PIT 71.69
AutoCAD SHX Text
TOP PIT 73.70
AutoCAD SHX Text
INV PIT 71.87
AutoCAD SHX Text
TOP PIT 73.74
AutoCAD SHX Text
INV PIT 71.99
AutoCAD SHX Text
TOP PIT 74.27
AutoCAD SHX Text
INV PIT 72.84
AutoCAD SHX Text
TOP PIT 74.88
AutoCAD SHX Text
INV PIT 73.74
AutoCAD SHX Text
ROOF 76.69
AutoCAD SHX Text
ROOF 76.67
AutoCAD SHX Text
PPT 84.57
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PPT 85.92
AutoCAD SHX Text
TOP PIT 71.48
AutoCAD SHX Text
INV PIT 70.28
AutoCAD SHX Text
TOP PIT 70.44
AutoCAD SHX Text
INV PIT 69.09
AutoCAD SHX Text
TOP PIT 69.88
AutoCAD SHX Text
INV PIT 68.45
AutoCAD SHX Text
TOP PIT 69.25
AutoCAD SHX Text
INV PIT 67.30
AutoCAD SHX Text
TOP PIT 68.87
AutoCAD SHX Text
INV PIT 68.27
AutoCAD SHX Text
RIDGE 83.62
AutoCAD SHX Text
E&G 80.15
AutoCAD SHX Text
ROOF 77.55
AutoCAD SHX Text
ROOF 76.00
AutoCAD SHX Text
AWNING 71.94
AutoCAD SHX Text
AWNING 71.95
AutoCAD SHX Text
PPT 78.43
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PPT 78.43
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ROOF 78.43
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68 66
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PIT
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68 66
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PIT
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KIOSK
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SEATS
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SEATS
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SEATS
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SEATS
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SEATS
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SEATS
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SEATS
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SEATS
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METAL ROOF
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METAL ROOF
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METAL ROOF
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BRICK BUILDING
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TWO STOREY
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METAL ROOF
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BRICK BUILDING
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TWO STOREY
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METAL ROOF
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BRICK BUILDING
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ONE STOREY
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METAL ROOF
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BRICK BUILDING
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TWO STOREY
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68 36
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PIT
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PPT
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VINE COVERED STEEL ARCHES
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TWO STOREY
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BRICK BUILDING
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METAL ROOF
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STOREY
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BRICK
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METAL ROOF
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TWO
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BUILDING
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OVER SHOPPING CENTRE
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COMMERCIAL TOWER
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FIVE STOREY
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BITUMEN
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CARPARK
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TWO STOREY
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METAL ROOF
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TWO STOREY
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RENDERED
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BUILDING
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METAL ROOF
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ONE
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METAL
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STOREY
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ROOF
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ONE
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METAL
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STOREY
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ROOF
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BRICK
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BUILDING
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FLAT BITUMINOUS ROOF
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ONE STOREY
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BRICK BUILDING
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PAVED
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METAL
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ROOF
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EASTWOOD
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ARCADE
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EASTWOOD
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PHARMACY
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NEWSAGENT
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AND SUPERMARKET
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SHOE
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WAREHOUSE
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PEKING
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RESTAURANT
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NATIONAL
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AUSTRALIA
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BANK
AutoCAD SHX Text
PPT 77.22
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PPT 76.39
AutoCAD SHX Text
PPT 77.08
AutoCAD SHX Text
PPT 76.67
AutoCAD SHX Text
PPT 73.79
AutoCAD SHX Text
PPT 74.83
AutoCAD SHX Text
PPT 74.64
AutoCAD SHX Text
PPT 76.23
AutoCAD SHX Text
PPT 78.87
AutoCAD SHX Text
TONYON
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SUPERMARKET
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68.73
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68.46
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68.35
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EASTWOOD
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ARCADE
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EASTWOOD
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PHARMACY
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NEWSAGENT
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AND SUPERMARKET
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SHOE
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WAREHOUSE
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PEKING
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RESTAURANT
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NATIONAL
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AUSTRALIA
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BANK
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TONYON
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SUPERMARKET
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TWO STOREY
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BRICK BUILDING
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METAL ROOF
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TWO STOREY
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BRICK BUILDING
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METAL ROOF
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SHOPPING CENTRE
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AND MULTI-LEVEL
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CARPARK
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(REFER CARPARK AND SHOPPING CENTRE
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(GLASS ROOF)
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EDGE PAVING UNDER
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DRAWINGS FOR MORE DETAIL)
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(REFER CARPARK AND SHOPPING CENTRE
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DRAWINGS FOR MORE DETAIL)
AutoCAD SHX Text
BRICK BUILDING
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METAL ROOF
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"MASONIC TEMPLE"
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GLASS RIDGE 79.93
AutoCAD SHX Text
ATRIUM
AutoCAD SHX Text
BITUMEN
AutoCAD SHX Text
CARPARK
AutoCAD SHX Text
EDGE OF CONCRETE RAMP OVER
AutoCAD SHX Text
PPT 78.43
AutoCAD SHX Text
TOP GUTT 76.91
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
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CONCRETE
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
STOREY
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RENDERED
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THREE
AutoCAD SHX Text
BUILDING
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AWNING 75.93
AutoCAD SHX Text
AWNING 73.83
AutoCAD SHX Text
PPT 83.48
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
FIBROUS
AutoCAD SHX Text
CEMENT
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
WATER FEATURE
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
RENDERED BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
BRICK
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CONCRETE RAMP
AutoCAD SHX Text
VC
AutoCAD SHX Text
VC
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TOP PIT 69.44
AutoCAD SHX Text
INV PIT 68.29
AutoCAD SHX Text
PC
AutoCAD SHX Text
GARBAGE
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
POLE
AutoCAD SHX Text
TOP PIT 68.04
AutoCAD SHX Text
INV PIT 66.83
AutoCAD SHX Text
PPT 76.53
AutoCAD SHX Text
PPT 77.17
AutoCAD SHX Text
PPT 76.47
AutoCAD SHX Text
PPT 75.62
AutoCAD SHX Text
PPT 76.69
AutoCAD SHX Text
PPT 77.4
AutoCAD SHX Text
PPT 77.4
AutoCAD SHX Text
PPT 76.1
AutoCAD SHX Text
PPT 75.55
AutoCAD SHX Text
PPT 76.33
AutoCAD SHX Text
PPT 77.31
AutoCAD SHX Text
PPT 75.39
AutoCAD SHX Text
PPT 76.99
AutoCAD SHX Text
PPT 76.51
AutoCAD SHX Text
PPT 75.12
AutoCAD SHX Text
PPT 75.56
AutoCAD SHX Text
PPT 74.59
AutoCAD SHX Text
CLOTHING
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T AND T
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( T W O S T O R E Y B R I C K S H O P S )
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STORE
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MICHELLES
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PATISSERIE
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FUJIFILM
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DESIGNER CLOTHING
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'PACIFIC OCEAN'
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THATS MY MAN
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GO-LO
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COMMONWEALTH
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BANK
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CENTRO
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RESTAURANT
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CLOCK
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WM
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ELEC
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PHONE
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BOX
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TOP OF 0.16 HIGH CONCRETE KERB
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L
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L
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PLANTER BOXES
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PLANTER BOXES
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PLANTER BOXES
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SEAT
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SEAT
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VC
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STAFF ENTRY)
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(WOOLWORTHS
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CONCRETE
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RAMP
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(STEEL COLUMNS ON CONCRETE
AutoCAD SHX Text
PADS UNDER RAMP)
AutoCAD SHX Text
TOP PIT 71.83
AutoCAD SHX Text
INV PIT 73.2
AutoCAD SHX Text
INV PIT 72.29
AutoCAD SHX Text
TOP PIT 73.49
AutoCAD SHX Text
L
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BIKE
AutoCAD SHX Text
RACK
AutoCAD SHX Text
ROOF 75.42
AutoCAD SHX Text
ROOF 74.8
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METAL FENCE
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GRATED DRAIN
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68 18
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68 17
AutoCAD SHX Text
TRAFFIC
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ISLANDS
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
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PEDESTRIAN CROSSING
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TRAFFIC
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ISLAND
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PC
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PC
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L
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L
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L
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TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
TOP OF 0.16 CONCRETE KERB
AutoCAD SHX Text
69 57
AutoCAD SHX Text
70 86
AutoCAD SHX Text
69 57
AutoCAD SHX Text
BRICK RETAINING WALL
AutoCAD SHX Text
ROOF 76.38
AutoCAD SHX Text
ROOF
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75.95
AutoCAD SHX Text
BRICK GARAGE
AutoCAD SHX Text
VC
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VC
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VC
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GRATED DRAIN
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
GATE
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METAL FENCE
AutoCAD SHX Text
PIT
AutoCAD SHX Text
PC
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
TRAFFIC ISLAND
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
CONCRETE FOOTPATH
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VC
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CONCRETE
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RAMP
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CONCRETE
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RAMP
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CONCRETE
AutoCAD SHX Text
RAMP
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CONCRETE
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FOOTPATH
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CONCRETE
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BLOCK RET. WALL
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CONCRETE FOOTPATH
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GRASS
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GRASS
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GRASS
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GRASS
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PC
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BITUMEN
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FOOTPATH
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ROOF 77.42
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TOP 0.16 CONC.KERB
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OUTDOOR
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SEATING
AutoCAD SHX Text
OUTDOOR
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SEATING
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GRATED DRAIN
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TG 81.35
AutoCAD SHX Text
TG 81.35
AutoCAD SHX Text
(STEEL COLUMNS ON CONCRETE
AutoCAD SHX Text
PADS UNDER RAMP)
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TOP GUTTER 75.62
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PARAPET 94.83
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PARAPET 94.83
AutoCAD SHX Text
PARAPET 98.42
AutoCAD SHX Text
PPT 78.08
AutoCAD SHX Text
TG 76.17
AutoCAD SHX Text
ROOF 75.91
AutoCAD SHX Text
TRAFFIC ISLAND
AutoCAD SHX Text
(REFER CARPARK AND SHOPPING CENTRE
AutoCAD SHX Text
DRAWINGS FOR MORE DETAIL)
AutoCAD SHX Text
SMH
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METAL
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STACK
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METAL AWNING
AutoCAD SHX Text
RIDGE 75.48
AutoCAD SHX Text
AWNING 81.68
AutoCAD SHX Text
PPT 79.05
AutoCAD SHX Text
PPT 77.44
AutoCAD SHX Text
ROOF 77.58
AutoCAD SHX Text
PLANT AND
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EQUIPMENT
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ON ROOF
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PLANT AND
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EQUIPMENT
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ON ROOF
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REFER DRAWING C2-01
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REFER DRAWING C2-00
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REFER DRAWING C2-02
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JOIN LINE
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JOIN LINE
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JOIN LINE
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RUTLEDGE STREET
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RUTLEDGE STREET
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ROWE STREET
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ROWE STREET MALL
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ROWE STREET MALL
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WEST PARADE
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TRELAWNEY STREET
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TRELAWNEY STREET
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JOIN LINE
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ROWE STREET
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0
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4
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8
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12
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16
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20
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24
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28
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32m
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1:400 A1 1:800 A3
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Rev
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Date
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Title
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Approved
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Date
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Project
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Client
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Scale @ A1
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Revision Description
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Drawing Number
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A1
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140
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5
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:11 PM BY : WILFREDO CABALLERO18/07/2016 5:26:11 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C0-01
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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SITE PLAN
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YUHU GROUP
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17/05/16
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1:400
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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BOUNDARY
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SITE BOUNDARY
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LEGEND
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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FOOTPATH WORKS
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1.REGRADE VERGE TO RISE @ MAX. 2.5% FROM EXISTING TOP OF REGRADE VERGE TO RISE @ MAX. 2.5% FROM EXISTING TOP OF KERB. CONSTRUCT MIN. 1.2m WIDE CONCRETE FOOTPATH TO COUNCIL STANDARDS AND SPECIFICATIONS.
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2.ADJUST ALL EXISTING SERVICES PITS AND COVERS TO MATCH NEW ADJUST ALL EXISTING SERVICES PITS AND COVERS TO MATCH NEW SURFACE LEVELS.
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EXISTING WATER
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EXISTING TELSTRA
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EXISTING STORMWATER
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EXISTING SEWER
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EXISTING GAS
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EXISTING ELECTRICAL
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EXISTING RECYCLED WATER
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EXISTING OVERHEAD ELECTRICAL
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EXISTING HIGH VOLTAGE ELECTRICAL
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EXISTING SERVICES LEGEND
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EXISTING OPTUS
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EXISTING RMS SIGNALS
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EXISTING FIRE HYDRANT
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INTEGRAL KERB ONLY
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GENERAL LEGEND
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K.O
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P9.00
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BOUNDARY
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FINISHED SURFACE LEVEL
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8.0
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DESIGN CONTOUR
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K&G
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INTEGRAL KERB & GUTTER
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SITE BOUNDARY
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SURFACE INLET/ JUNCTION PIT
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STORMWATER LINE. REFER LONGITUDINAL SECTIONS
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ROAD FEATHERING STRIP
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TRAV
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INTEGRAL TRAVERSABLE KERB
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MK
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INTEGRAL MEDIAN KERB
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DD
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INTEGRAL DISH DRAIN
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INTERIM CATCH DRAIN
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KERB RAMP
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KR
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SUBSOIL DRAIN
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FP
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FLUSH OUT POINT
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INTERMEDIATE RISER
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IR
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EXISTING SERVICES NOTES
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1.CALIBRE CONSULTING DOES NOT GUARANTEE THAT THE SERVICES CALIBRE CONSULTING DOES NOT GUARANTEE THAT THE SERVICES INFORMATION SHOWN ON THIS DRAWING SHOWS MORE THAN THE PRESENCE OR ABSENCE OF SERVICES, AND WILL ACCEPT NO LIABILITY FOR INACCURACIES IN THE SERVICES INFORMATION FROM ANY CAUSE WHATSOEVER.
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2.THE LOCATIONS OF UNDERGROUND SERVICES SHOWN ON THIS THE LOCATIONS OF UNDERGROUND SERVICES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY SERVICE AUTHORITIES AND THE SURVEYOR. THIS INFORMATION HAS BEEN PREPARED SOLELY FOR THE AUTHORITIES OWN USE AND MAY NOT NECESSARILY BE UPDATED OR ACCURATE.
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3.THE POSITION OF SERVICES AS RECORDED BY THE AUTHORITY AT THE THE POSITION OF SERVICES AS RECORDED BY THE AUTHORITY AT THE TIME OF INSTALLATION MAY NOT REFLECT CHANGES IN THE PHYSICAL ENVIRONMENT SUBSEQUENT TO INSTALLATION.
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4.THE CONTRACTOR MUST CONFIRM THE EXACT LOCATION AND EXTENT THE CONTRACTOR MUST CONFIRM THE EXACT LOCATION AND EXTENT OF SERVICES PRIOR TO CONSTRUCTION AND NOTIFY ANY CONFLICT WITH THE DRAWINGS IMMEDIATELY TO THE ENGINEER/SUPERINTENDENT.
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5.ALL EXISTING SERVICES PITS, ENCLOSURES AND CONDUITS SHALL BE ALL EXISTING SERVICES PITS, ENCLOSURES AND CONDUITS SHALL BE RELOCATED AND/OR ADJUSTED AS NECESSARY TO THE REQUIREMENTS OF THE RELEVANT AUTHORITY.
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6.THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND REMOVAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS AFFECTED BY THE WORKS WITHIN THE CONTRACT AREA, AS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT. ALL TO REGULATORY AUTHORITY STANDARDS AND APPROVAL.
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7.CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN EXISTING SUPPLY TO BUILDINGS REMAINING IN OPERATION DURING WORKS TO THE SATISFACTION AND APPROVAL OF THE SUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND COMMISSIONED THE CONTRACTOR SHALL REMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.
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8.INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSE ANY INCONVENIENCE. CONTRACTOR TO GAIN APPROVAL OF THE SUPERINTENDENT FOR TIME OF INTERRUPTION.
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9.THE CONTRACTOR SHALL TAKE ALL REASONABLE CARE TO PROTECT THE CONTRACTOR SHALL TAKE ALL REASONABLE CARE TO PROTECT EXISTING SERVICES. DAMAGED SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
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GENERAL NOTES
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1.ALL WORK ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE ALL WORK ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE THE CONSTRUCTION DRAWINGS AND WORK SPECIFICATIONS.
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3.ALL LEVELS SHALL BE TAKEN FROM ESTABLISHED BENCH MARKS.ALL LEVELS SHALL BE TAKEN FROM ESTABLISHED BENCH MARKS.
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2.ALL WORK WITHIN THE PUBLIC DOMAIN SHALL BE CARRIED OUT IN ALL WORK WITHIN THE PUBLIC DOMAIN SHALL BE CARRIED OUT IN ACCORDANCE WITH COUNCIL'S STANDARDS AND SPECIFICATIONS, DETAILS SHOWN ON THE CONSTRUCTION DRAWINGS, AND TO THE REQUIREMENTS OF COUNCIL'S ENGINEER.
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4.DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE CONSTRUCTION DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE CONSTRUCTION DRAWINGS.
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5.ANY DISCREPANCIES OR OMISSIONS WITH OTHER CONSULTANT'S ANY DISCREPANCIES OR OMISSIONS WITH OTHER CONSULTANT'S DRAWINGS SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE PROCEEDING WITH THE WORK.
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6.VEHICULAR ACCESS AND SERVICES TO ADJOINING PROPERTIES TO BE VEHICULAR ACCESS AND SERVICES TO ADJOINING PROPERTIES TO BE MAINTAINED AT ALL TIMES.
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7.WRITTEN PERMISSION SHALL BE OBTAINED FROM ADJOINING OWNERS WRITTEN PERMISSION SHALL BE OBTAINED FROM ADJOINING OWNERS PRIOR TO COMMENCEMENT OF ANY RELEVANT CONSTRUCTION AFFECTING ADJOINING LANDS.
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8.THE CONTRACTOR SHALL TAKE ALL DUE CARE THAT ONLY THE THE CONTRACTOR SHALL TAKE ALL DUE CARE THAT ONLY THE ABSOLUTE MINIMUM OF AREA FOR CONSTRUCTION IS USED AND THAT NO UNDUE DAMAGE IS DONE TO THE EXISTING VEGETATION.
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9. NO WORK TO BE CARRIED OUT ON SUNDAYS.
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10.ALL RUBBISH, TEMPORARY OFFICES, SHEDS AND FENCES TO BE ALL RUBBISH, TEMPORARY OFFICES, SHEDS AND FENCES TO BE REMOVED AT THE COMPLETION OF ALL CONSTRUCTION ACTIVITY AND PRIOR TO SITE HANDOVER.
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STORMWATER NOTES
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1.ALL EXPOSED SURFACES TO BE GRADED TOWARDS DRAINAGE INLETS ALL EXPOSED SURFACES TO BE GRADED TOWARDS DRAINAGE INLETS AT MIN. 1.0% FALL (U.N.O).
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2.ALL DRAINAGE PIPES UP TO AND INCLUDING 250 DIA. SHALL BE ALL DRAINAGE PIPES UP TO AND INCLUDING 250 DIA. SHALL BE SEWER GRADE uPVC WITH RUBBER RING JOINTS LAID AT MINIMUM 1.0% GRADE (U.N.O.).
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3.ALL STORMWATER DRAINAGE PIPES 300 DIA. AND LARGER SHALL BE ALL STORMWATER DRAINAGE PIPES 300 DIA. AND LARGER SHALL BE CLASS "2" APPROVED SPIGOT AND SOCKET RCP PIPES WITH RUBBER RING JOINTS (U.N.O.).
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4.SUBSOIL DRAINS TO BE SLOTTED FLEXIBLE uPVC WITH GEOTEXTILE SUBSOIL DRAINS TO BE SLOTTED FLEXIBLE uPVC WITH GEOTEXTILE FILTER FABRIC SOCK (U.N.O.). WHERE SUBSOIL DRAINAGE LINES PASS UNDER FLOOR SLABS AND VEHICULAR PAVEMENTS UNSLOTTED UPVC SEWER GRADE PIPES SHALL BE USED.
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5.ALL COVER TO STORMWATER PIPES TO BE MIN. 300mm UNDER ALL COVER TO STORMWATER PIPES TO BE MIN. 300mm UNDER NON-TRAFFICABLE AREAS AND 600mm UNDER AREAS SUBJECT TO VEHICULAR LOADING (U.N.O).
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6.EQUIVALENT STRENGTH FRC PIPES MAY BE USED FOR PIPES UP TO EQUIVALENT STRENGTH FRC PIPES MAY BE USED FOR PIPES UP TO 450 DIA SUBJECT TO CIVIL ENGINEER'S APPROVAL.
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7.ALL PIPE ENLARGERS, CONNECTIONS, JUNCTIONS AND ADAPTORS ARE ALL PIPE ENLARGERS, CONNECTIONS, JUNCTIONS AND ADAPTORS ARE TO BE MANUFACTURED FITTINGS. IN-SITU FITTINGS AND ADAPTORS ARE NOT ACCEPTABLE WITHOUT CIVIL ENGINEER'S APPROVAL. 8.ALL DOWNPIPE CONNECTIONS TO BE MINIMUM 150 . ALL DOWNPIPE CONNECTIONS TO BE MINIMUM 150 .9.CARE IS TO BE TAKEN WITH LEVELS OF STORMWATER LINES. GRADES CARE IS TO BE TAKEN WITH LEVELS OF STORMWATER LINES. GRADES SHOWN ARE NOT TO BE REDUCED WITHOUT APPROVAL. (GRADES SHOWN ARE ONLY NOMINAL). 10.ALL LONGITUDINAL PIPELINES IN ROADS MUST BE FILLED WITH CLEAN ALL LONGITUDINAL PIPELINES IN ROADS MUST BE FILLED WITH CLEAN SHARP SAND UNLESS OTHERWISE INDICATED ON PLANS. 11.ALL PITS MUST BE BENCHED AND STREAMLINED. PROVIDE STEP IRONS ALL PITS MUST BE BENCHED AND STREAMLINED. PROVIDE STEP IRONS TO ALL PITS OVER 0.9m DEEP. 12.ADEQUATE PROVISIONS TO BE MADE TO PREVENT SCOURING AND ADEQUATE PROVISIONS TO BE MADE TO PREVENT SCOURING AND SEDIMENTATION TO SOFT-LINED STORMWATER DRAINAGE ELEMENTS AND AT ALL DRAINAGE OUTLETS.
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SURVEY INFORMATION
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1.CALIBRE CONSULTING DOES NOT GUARANTEE THE SURVEY CALIBRE CONSULTING DOES NOT GUARANTEE THE SURVEY INFORMATION SHOWN ON THIS DRAWING AND WILL ACCEPT NO LIABILITY FOR ANY INACCURACIES IN THE SURVEY INFORMATION PROVIDED TO US FROM ANY CAUSE WHATSOEVER.
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2.SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION BETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT CALIBRE. THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY FROM THE ORIGINAL SURVEY DOCUMENTS.
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NOTE: FOR EXISTING SERVICES TYPES REFER EXISTING SERVICES LEGEND.
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ORIGINAL SURVEY ORIGIN OF LEVELS: SSM 68083, RL 73.498 DATUM OF LEVELS: AHD SURVEY PREPARED BY: RYGATE SURVEYORSRYGATE SURVEYORS
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CONSTRUCTION MATERIALS
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1.MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS. WITH THE BY-LAWS AND ORDINANCE REQUIREMENTS OF THE RELEVANT BUILDING AUTHORITY AND INDUSTRY BEST PRACTICE EXCEPT WERE VARIED BY THE PROJECT SPECIFICATIONS.
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2.SUFFICIENT NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE SUFFICIENT NOTICE SHALL BE GIVEN BY THE CONTRACTOR TO THE SUPERINTENDENT TO ENABLE MATERIALS THAT ARE TO BE BOUGHT ON SITE TO BE EXAMINED. ALL MATERIALS ARE TO BE STACKED IN A SUITABLE MANNER TO FACILITATE EXAMINATION.
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3.MATERIALS SUCH AS FILL/ TOPSOIL/ SAND SHALL HAVE A VALIDATION MATERIALS SUCH AS FILL/ TOPSOIL/ SAND SHALL HAVE A VALIDATION CERTIFICATE FROM AN APPROVED TESTING LABORATORY/ ENVIRONMENTAL CONSULTANT IF SUCH MATERIAL IS NOT PROCURED FROM THE SITE OR SUPPLIED OR ARRANGED BY THE SUPERINTENDENT.
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4.WHERE THE CONTRACTOR SUPPLIED MATERIALS OF A MIXED OR POOR WHERE THE CONTRACTOR SUPPLIED MATERIALS OF A MIXED OR POOR QUALITY, THE SUPERINTENDENT SHALL HAVE THE AUTHORITY TO REQUIRE THE CONTRACTOR TO PICK OUT AND STACK THOSE MATERIALS WHICH IN HIS OPINION ARE SUITABLE FOR THE WORKS AND TO HAVE THOSE WHICH ARE UNSUITABLE REMOVED FROM THE WORKS SITE AT THE CONTRACTOR'S COST.
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5.ANY MATERIAL WHICH IS BROUGHT ONTO THE SITE AND PLACED IN ANY MATERIAL WHICH IS BROUGHT ONTO THE SITE AND PLACED IN SITU PRIOR TO ANY APPROVAL BY THE SUPERINTENDENT/ ENGINEER OR THEIR AGENTS SHALL BE REMOVED AND THE WORKS REMEDIATED TO THEIR PRIOR CONDITION BY THE CONTRACTOR AT HIS COST.
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CONSTRUCTION NOTES
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1.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE PRIOR TO COMMENCEMENT OF WORKS. ANY DISCREPANCIES TO BE REPORTED TO THE SUPERINTENDENT
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2.STRIP TOPSOIL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER STRIP TOPSOIL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER (MINIMUM 150mm) FROM THE CONSTRUCTION AREA UNLESS DIRECTED OTHERWISE. ALL STRIPPED TOPSOIL SHALL BE DISPOSED OF OFF-SITE ALL STRIPPED TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.
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3.ALL WORKS SHALL HAVE SMOOTH JUNCTIONS WITH EXISTING.ALL WORKS SHALL HAVE SMOOTH JUNCTIONS WITH EXISTING.
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4.PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS, AND AFTER PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS, AND AFTER THE ROAD CENTRELINES HAVE BEEN PEGGED AND/OR PERMANENTLY MARKED, THE SITE MUST BE INSPECTED BY COUNCIL'S REPRESENTATIVE AND THE APPLICANTS'S REPRESENTATIVE TO IDENTIFY AND APPROPRIATELY MARK:-
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5.ALL EXPOSED AND UNPAVED SURFACES SHALL BE EVEN GRADED AT ALL EXPOSED AND UNPAVED SURFACES SHALL BE EVEN GRADED AT MINIMUM 1% TO PREVENT PONDING.
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(ii) ALL AREAS TO BE LEFT UNDISTURBED AND CORDONED OFF.
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6.COMPACT SUBGRADE UNDER BUILDINGS AND PAVEMENTS TO MINIMUM COMPACT SUBGRADE UNDER BUILDINGS AND PAVEMENTS TO MINIMUM 98% STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH THE WORK SPECIFICATIONS UNLESS NOTED OTHERWISE.
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7.COMPACTION UNDER BUILDINGS TO EXTEND MIN. 2.0m BEYOND COMPACTION UNDER BUILDINGS TO EXTEND MIN. 2.0m BEYOND BUILDING FOOTPRINT.
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9.THE CONTRACTOR SHALL BE DEEMED TO HAVE INVESTIGATED THE SITE THE CONTRACTOR SHALL BE DEEMED TO HAVE INVESTIGATED THE SITE AND BE SATISFIED AS TO THE QUANTITY AND TYPE OF MATERIAL TO BE EXCAVATED AND THE SUB-SURFACE CONDITIONS LIKELY TO BE ENCOUNTERED DURING BULK EARTHWORKS.
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10.ALL GENERATED WASTE AND SPOIL TO BE MANAGED IN ACCORDANCE ALL GENERATED WASTE AND SPOIL TO BE MANAGED IN ACCORDANCE WITH THE APPROVED SITE WASTE MANAGEMENT PLAN AND/OR RELEVANT NSW DECC GUIDELINES. ANY SPOIL OR OTHER MATERIAL SUSPECTED OF BEING CONTAMINATED IS TO BE REFERRED TO THE SUPERINTENDENT.
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(i) THE TREES TO BE RETAINED
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POST CONSTRUCTION NOTES
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1.THE CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE RECORDS THE CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE RECORDS OF ELEMENTS CONSTRUCTED ONSITE PRIOR TO SITE HANDOVER.
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2.DOCUMENTS TO BE PROVIDED INCLUDE BUT ARE NOT LIMITED TO: DOCUMENTS TO BE PROVIDED INCLUDE BUT ARE NOT LIMITED TO: DETAILED SURVEY OF COMPLETED SITE, EARTHWORKS AND PAVEMENT GEOTECHNICAL TEST RESULTS, MATERIAL SUPPLY DOCKETS, SERVICES CONDUIT AND PIT LOCATIONS, AND OTHER RELEVANT INFORMATION AND OTHER RELEVANT INFORMATION AS REQUIRED BY THE CLIENT.
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CONCRETE NOTES
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GENERAL
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CONCRETE
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REINFORCEMENT
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1.CONCRETE WORK SHALL BE IN ACCORDANCE WITH AS3600 AND WITH CONCRETE WORK SHALL BE IN ACCORDANCE WITH AS3600 AND WITH THE PROJECT SPECIFICATIONS.
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2.CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN ON DRAWINGS OR SPECIFICALLY APPROVED BY THE ENGINEER.
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3.ALL THICKNESSES SHOWN ARE MINIMUM STRUCTURAL REQUIREMENTS, ALL THICKNESSES SHOWN ARE MINIMUM STRUCTURAL REQUIREMENTS, NO REDUCTION IN THICKNESS DUE TO FALLS OR TOPPING IS PERMITTED. REFER CIVIL DRAWINGS FOR ALL SLAB FALLS AND CONFIRMATION OF SLAB STEPS.
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4. UNLESS A GROOVE LINE ALLOWANCE HAS BEEN NOTED ON THE DRAWINGS, NO GROOVE LINES ARE PERMITTED, EXCEPT AT SLAB LINES. ALL GROOVE LINES ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
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5. THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS TO BE THOROUGHLY SCRABBLED, FULLY EXPOSING THE AGGREGATE MATRIX.
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6. CONDUITS GREATER THAN 25mm DIAMETER CAST INTO CONCRETE MEMBERS SHALL BE SPACED AT A MAXIMUM DISTANCE POSSIBLE AND UNDER NO CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE THE LARGER CONDUIT DIAMETER FROM PARALLEL REINFORCEMENT OR ANY OTHER CONDUIT.
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1.THE CHARACTERISTIC COMPRESSIVE STRENGTH (f'c) AT 28 DAYS OF THE CHARACTERISTIC COMPRESSIVE STRENGTH (f'c) AT 28 DAYS OF IN PLACE CONCRETE SHALL BE AS NOTED ON THE DRAWINGS.
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2.ALL FORMED SURFACES SHALL HAVE A CLASS 3 FINISH IN ALL FORMED SURFACES SHALL HAVE A CLASS 3 FINISH IN ACCORDANCE WITH AS.3610.
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4. MAXIMUM AGGREGATE SIZE.....20mm
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5.CONCRETE SLUMP SHALL BE:CONCRETE SLUMP SHALL BE:
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(*) 80mm plus/minus 15mm FOR ALL CONCRETE EXCEPT WHERE OTHERWISE NOTED.
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(*) 80mm plus/minus 40mm FOR SPILL OIL TANK WALLS.
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(*) AS ADVISED BY STRUCTURAL ENGINEER
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6. ALL CONCRETE SHALL BE VIBRATED.
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7. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE SPECIFICATION.
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8. ALL CONCRETE SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH AS1012 AND THE PROJECT SPECIFICATION.
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9.ALL FORM WORK SHALL COMPLY WITH AS3610ALL FORM WORK SHALL COMPLY WITH AS3610
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1.REINFORCEMENT IS TO BE MANUFACTURED IN ACCORDANCE WITH REINFORCEMENT IS TO BE MANUFACTURED IN ACCORDANCE WITH AS4671 AND SHALL BE FIXED AS SHOWN ON DRAWINGS.
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2.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS.3600 AND OTHERS RELEVANT CODES.
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3.MATERIAL IS INDICATED BY THE FOLLOWING SYMBOLS:-MATERIAL IS INDICATED BY THE FOLLOWING SYMBOLS:-
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4.THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE SYMBOL, THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE SYMBOL, WHICH INDICATES THE BAR DIAMETER IN MILLIMETRES.
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5.REINFORCEMENT SPACING NOMINATED ON DRAWINGS IS TO ASSIST REINFORCEMENT SPACING NOMINATED ON DRAWINGS IS TO ASSIST SCHEDULER AND STEEL FIXER TO ASSESS TOTAL NUMBER OF BARS REQUIRED. WHERE BARS PLACED IN ACCORDANCE WITH SPACING NOMINATED FOUL WITH OTHER STRUCTURAL REQUIREMENTS, PREFERENCE IS TO BE GIVEN TO RELOCATING BARS BY LOCALLY ADJUSTING SPACING TO ENABLE ASSEMBLY OF REINFORCEMENT TO BE COMPLETED. ENGINEER IS TO BE CONTACTED IN THE EVENT THAT REINFORCEMENT IS NEEDED TO BE CUT ON SITE PRIOR TO CONTINUING.
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6.LAP LENGTHS TO REINFORCEMENT BARS TO BE AS NOTED ON THE LAP LENGTHS TO REINFORCEMENT BARS TO BE AS NOTED ON THE RELEVANT DRAWINGS.
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7.WELDING OF REINFORCEMENT BARS IS NOT PERMITTED UNLESS WELDING OF REINFORCEMENT BARS IS NOT PERMITTED UNLESS APPROVED BY DESIGN ENGINEER.
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8.COVER SHALL BE AS NOTED ON THE RELEVANT DRAWINGS.COVER SHALL BE AS NOTED ON THE RELEVANT DRAWINGS.
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9.LAPPED SPLICE FOR FABRIC SHALL BE MADE SO THAT THE TWO LAPPED SPLICE FOR FABRIC SHALL BE MADE SO THAT THE TWO OUTER MOST TRANSVERSE WIRES OF ONE SHEET OF FABRIC OVERLAP THE TWO OUTER MOST TRANSVERSE WIRES OF THE SHEET BEING LAPPED.
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10.CONCRETE COVERS NOTED ARE MEASURED FROM THE FORM WORK CONCRETE COVERS NOTED ARE MEASURED FROM THE FORM WORK OR GROUND FACE TO THE OUTERMOST REINFORCEMENT COMPONENT.
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11.COVER TO BE MAINTAINED DURING POURING BY THE USE OF PLASTIC COVER TO BE MAINTAINED DURING POURING BY THE USE OF PLASTIC CHAIRS OR PLASTIC TIPPED METAL CHAIRS.
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12.WHERE NO REINFORCEMENT IS SHOWN ON THE DRAWING AT RIGHT WHERE NO REINFORCEMENT IS SHOWN ON THE DRAWING AT RIGHT ANGLES TO THE MAIN REINFORCEMENT DISTRIBUTION REINFORCEMENT IS TO BE PROVIDED.
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3. ALL UNFORMED SURFACES SHALL HAVE A STEEL TROWEL FINISH
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Y - DEFORMED BAR GRADE 400 N - DEFORMED BAR GRADE 500 (NORMAL DUCTILITY) R - PLAIN ROUND BAR GRADE 250 W - PLAIN WIRE GRADE 450 SL - SQUARE FABRIC GRADE 500 RL - RECTANGULAR FABRIC GRADE 500
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TREES
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1.ALL TREE PROTECTION REQUIREMENTS AS OUTLINED IN THE DA.ALL TREE PROTECTION REQUIREMENTS AS OUTLINED IN THE DA.
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2.A TREE RETENTION PLAN AS PER THE THE DA IS TO BE KEPT ON A TREE RETENTION PLAN AS PER THE THE DA IS TO BE KEPT ON SITE INDICATING TREES TO BE RETAINED AND AREAS LEFT UNDISTURBED, THAT ARE TO BE CORDONED OFF FROM CONSTRUCTION WORKS.
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3.PRIOR TO WORK COMMENCING, TREE PROTECTION FENCING MUST BE PRIOR TO WORK COMMENCING, TREE PROTECTION FENCING MUST BE ERECTED AROUND THE TREES THAT ARE TO BE RETAINED AT A 3m SETBACK. THE TREE FENCING MUST BE CONSTRUCTED OF 1.8m CYCLONE CHAINMESH FENCE. THE TREE PROTECTION FENCING MUST BE MAINTAINED IN GOOD WORKING ORDER UNTIL THE COMPLETION OF ALL BUILDING OR DEVELOPMENT WORKS. A STATEMENT OF COMPLIANCE FROM A QUALIFIED TREE SURGEON OR ENVIRONMENTAL CONSULTANT SHALL BE SUBMITTED TO COUNCIL PRIOR TO THE ISSUE OF THE CONSTRUCTION CERTIFICATE. PENALTIES APPLY FOR NON-COMPLIANCE.
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4.TO PREVENT DAMAGE TO TREE ROOTS, EXCAVATION (FOR SERVICES TO PREVENT DAMAGE TO TREE ROOTS, EXCAVATION (FOR SERVICES AND OTHER WORKS), CHANGE OF SOIL LEVEL (CUT OR FILL), PARKING (VEHICLES OR PLANT), OR PLACEMENT OF BUILDING MATERIALS (INCLUDING DISPOSAL OF CEMENT SLURRY AND WASTE WATER) WITHIN THE SPECIFIED TREE PROTECTION ZONE SETBACKS, AND WITHIN 3m OF ALL OTHER TREES TO BE RETAINED ON SITE, IS STRICTLY FORBIDDEN. NO TREE ROOTS LOCATED WITHIN THE SPECIFIED TREE SETBACKS SHALL BE SEVERED OR INJURED IN THE PROCESS OF ANY SITE WORKS DURING THE CONSTRUCTION OR LANDSCAPING PHASES OF THE APPROVED PROJECT. THE APPLICANT SHALL ENSURE THAT ALL UNDERGROUND SERVICES (I.E. WATER, DRAINAGE, GAS AND SEWER) SHALL NOT BE LAID WITHIN 3m OF ANY TREE LOCATED ON THE PROPERTY PROTECTED UNDER COUNCIL'S TREE PRESERVATION ORDER OR LISTED FOR PROTECTION IN THE APPROVED PROJECT BCMP.
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WARNING! EXISTING SERVICES SHOWN ON THESE PLANS ARE NOT GUARANTEED COMPLETE OR CORRECT AND FURTHER INFORMATION IS REQUIRED FROM THE RELEVANT AUTHORITY AND FIELD INVESTIGATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
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3.ALL STORMWATER GRATES TO BE DURHAM BIKE-SAFE DUCTILE IRON ALL STORMWATER GRATES TO BE DURHAM BIKE-SAFE DUCTILE IRON COVERS WITH BLACK BITUMIN FINISH.
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:13 PM BY : WILFREDO CABALLERO18/07/2016 5:26:13 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C0-02
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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GENERAL NOTES AND LEGENDS
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YUHU GROUP
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17/05/16
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NTS
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
UNDERCOVERCAR
SPACES
UNDERCOVERCAR
SPACES
BITUMEN
PARKING
CONCRETE RAMP
CO
NC
RET
ER
AM
P
CONCRETE RAMP
METALSTAIRS
CO
NC
RET
EFO
OT
PA
TH
CONCRETEPAD
CONCRETEPAD
CONCRETEPAD
CONCRETEPAD
STOCKPILE
CONCRETERAMP
ROWE
STREET
TR
ELA
WN
EY
S
TR
EE
T
TR
ELA
WN
EY
S
TR
EE
T
ROWE STREET MALL
WE
ST
P
AR
AD
E
WE
ST
P
AR
AD
E
RUTLEDGE
S
TREET
RUTLEDGE STREET
A
A
11
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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SITE BOUNDARY
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SHAKER GRID
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SEDIMENT FENCE
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PROVIDE TEMPORARY SANDBAGS AROUND PITS: 1. AFTER PAVEMENT WORKS IF AFTER PAVEMENT WORKS IF CONSTRUCTION IS STILL ONGOING UPSTREAM. 2. TO EXISTING GRATED PITS TO EXISTING GRATED PITS DOWNSTREAM OF CONSTRUCTION WORKS.
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PORTABLE SEDIMENT TANK
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LEGEND
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PST
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1.REFER DWG: C1-15 FOR EROSION REFER DWG: C1-15 FOR EROSION AND SEDIMENTATION CONTROL DETAILS. 2.IMPLEMENT TREE PROTECTION IMPLEMENT TREE PROTECTION MEASURES ON ALL EXISTING TREES PRIOR TO COMMENCEMENT OF WORKS.
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NOTES
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WRAP GRATE WITH FABRIC
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BOUNDARY
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CATCH DRAIN
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68.82
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68.93
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68.98
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69.28
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68.94
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68.81
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69.52
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69.16
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69.56
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70.87
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69.19
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69.16
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69.22
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69.25
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69.21
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69.21
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69.39
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69.57
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69.57
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69.54
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69.38
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69.41
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69.20
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69.32
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69.43
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69.32
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69.16
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69.12
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69.26
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69.11
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69.20
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69.23
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70.21
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67.33
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67.85
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67.76
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67.94
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68.05
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67.49
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67.75
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67.94
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67.98
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68.03
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68.11
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68.13
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68.19
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68.20
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68.13
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68.23
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68.32
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68.40
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68.43
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68.57
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68.65
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68.66
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68.69
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68.56
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68.76
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68.87
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68.96
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68.82
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68.59
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68.48
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68.41
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68.36
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68.35
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68.32
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68.33
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68.33
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68.15
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67.91
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67.93
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67.99
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67.77
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67.53
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67.55
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67.61
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67.50
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67.81
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67.68
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67.95
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68.25
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68.29
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68.21
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68.39
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68.34
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68.08
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67.52
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67.99
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67.96
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68.32
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68.31
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68.11
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68.04
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68.06
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68.09
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68.06
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67.96
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68.02
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67.93
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67.55
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67.53
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67.60
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67.82
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67.88
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67.78
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67.86
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67.96
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68.05
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68.04
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68.05
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68.03
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68.04
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68.10
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68.09
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67.98
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67.95
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67.88
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67.63
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68.05
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67.97
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68.33
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68.26
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68.22
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68.23
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68.27
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68.55
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68.60
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68.60
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68.61
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68.80
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68.77
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68.68
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68.68
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68.77
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68.62
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68.60
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68.55
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68.50
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68.46
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68.63
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68.64
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68.55
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68.80
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68.82
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68.87
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69.04
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69.04
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69.07
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69.19
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69.06
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68.41
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68.40
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68.48
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68.42
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68.38
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68.33
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68.33
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68.35
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68.39
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68.50
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68.53
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68.52
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68.43
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68.29
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68.27
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68.07
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67.95
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67.95
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67.99
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67.95
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67.82
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67.79
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67.70
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67.70
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67.78
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68.34
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68.53
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68.69
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68.80
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68.92
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68.92
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68.99
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69.05
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68.68
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68.61
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68.61
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68.56
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68.50
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68.55
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68.54
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68.13
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68.14
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67.97
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67.78
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67.97
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70.65
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69.15
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69.23
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69.31
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70.44
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70.62
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70.87
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71.30
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71.13
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71.04
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69.20
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69.03
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69.93
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69.04
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68.81
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68.99
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70.47
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69.97
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69.98
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69.02
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69.69
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69.72
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70.82
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69.72
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69.97
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69.96
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69.71
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69.76
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69.98
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69.97
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69.76
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69.77
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69.97
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69.97
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69.72
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69.74
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69.72
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69.17
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69.95
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69.96
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69.22
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69.95
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69.97
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70.25
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70.26
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70.53
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70.72
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69.74
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69.72
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69.38
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68.97
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68.98
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69.04
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68.86
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68.85
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71.52
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69.73
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69.68
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71.88
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71.87
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71.42
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69.84
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72.79
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72.75
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72.76
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73.25
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76.00
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75.99
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76.01
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76.61
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69.76
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69.76
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69.76
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69.78
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69.76
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69.75
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69.75
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70.26
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70.40
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70.53
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70.51
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70.47
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70.34
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70.42
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70.31
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69.77
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69.77
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69.76
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69.76
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69.74
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69.70
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69.75
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71.63
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70.04
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68.85
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68.88
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68.64
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68.63
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68.56
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68.58
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68.65
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68.57
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69.99
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68.62
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68.64
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68.67
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69.19
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69.20
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69.20
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69.24
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69.25
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69.25
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69.36
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69.42
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69.43
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72.27
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76.31
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76.59
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76.61
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76.58
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83.30
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83.31
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71.00
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71.14
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71.15
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72.51
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73.12
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70.73
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70.78
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71.83
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71.81
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71.84
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72.02
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72.40
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72.30
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72.25
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71.81
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70.79
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70.86
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71.25
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71.65
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72.11
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72.57
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72.78
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71.44
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71.02
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70.83
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70.69
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71.10
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71.73
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70.53
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70.39
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70.37
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70.30
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70.26
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70.19
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70.86
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71.48
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71.64
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72.06
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72.03
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71.97
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71.90
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71.73
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71.94
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72.04
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72.29
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72.49
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72.72
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72.73
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73.65
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72.90
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72.77
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73.81
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74.00
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75.57
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75.38
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76.68
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76.86
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76.80
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76.76
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76.76
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76.78
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76.66
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76.68
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76.66
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76.81
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76.48
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74.94
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75.11
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74.95
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73.20
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73.44
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73.34
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73.21
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73.13
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70.99
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72.21
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72.90
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74.54
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77.82
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75.75
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72.97
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72.83
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71.25
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71.39
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70.92
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70.77
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70.69
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70.53
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70.40
AutoCAD SHX Text
70.39
AutoCAD SHX Text
70.39
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70.15
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70.38
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69.95
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70.36
AutoCAD SHX Text
70.14
AutoCAD SHX Text
69.64
AutoCAD SHX Text
70.37
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70.36
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70.35
AutoCAD SHX Text
70.29
AutoCAD SHX Text
69.97
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69.75
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69.64
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69.55
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69.48
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70.05
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70.08
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70.07
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68.56
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70.03
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72.36
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72.35
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69.93
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70.53
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71.00
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71.34
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70.77
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70.37
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70.35
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70.16
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70.08
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69.96
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69.66
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70.33
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70.35
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71.58
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69.54
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68.90
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70.43
AutoCAD SHX Text
70.43
AutoCAD SHX Text
70.42
AutoCAD SHX Text
69.83
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69.83
AutoCAD SHX Text
69.84
AutoCAD SHX Text
70.15
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70.12
AutoCAD SHX Text
70.15
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70.23
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70.20
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70.16
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70.09
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70.08
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70.10
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69.90
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69.93
AutoCAD SHX Text
69.88
AutoCAD SHX Text
72.63
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72.55
AutoCAD SHX Text
72.78
AutoCAD SHX Text
71.38
AutoCAD SHX Text
70.41
AutoCAD SHX Text
69.50
AutoCAD SHX Text
69.81
AutoCAD SHX Text
69.80
AutoCAD SHX Text
71.66
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78.12
AutoCAD SHX Text
69.78
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.83
AutoCAD SHX Text
69.84
AutoCAD SHX Text
69.73
AutoCAD SHX Text
69.78
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72.52
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72.65
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70.21
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70.22
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73.08
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70.27
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69.85
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69.83
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69.80
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69.92
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78.53
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73.06
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73.28
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71.71
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70.24
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70.31
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78.45
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70.45
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70.42
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70.37
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70.24
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70.00
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73.26
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72.17
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72.34
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72.16
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73.35
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74.40
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75.70
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77.22
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77.79
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77.91
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77.85
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77.22
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75.94
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74.69
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74.32
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74.28
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74.29
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73.58
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72.22
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71.96
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72.18
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72.17
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71.83
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71.95
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71.83
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72.21
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73.35
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71.81
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71.68
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71.60
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71.87
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71.95
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71.83
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71.76
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73.15
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74.37
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74.23
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74.25
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73.48
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73.45
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72.62
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71.83
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71.40
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71.28
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71.01
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70.92
AutoCAD SHX Text
70.96
AutoCAD SHX Text
71.32
AutoCAD SHX Text
71.91
AutoCAD SHX Text
73.81
AutoCAD SHX Text
74.17
AutoCAD SHX Text
73.80
AutoCAD SHX Text
73.54
AutoCAD SHX Text
72.59
AutoCAD SHX Text
71.66
AutoCAD SHX Text
71.35
AutoCAD SHX Text
70.92
AutoCAD SHX Text
70.66
AutoCAD SHX Text
70.70
AutoCAD SHX Text
70.59
AutoCAD SHX Text
71.19
AutoCAD SHX Text
72.41
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.18
AutoCAD SHX Text
69.17
AutoCAD SHX Text
68.96
AutoCAD SHX Text
68.96
AutoCAD SHX Text
70.45
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.63
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.63
AutoCAD SHX Text
70.64
AutoCAD SHX Text
69.30
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.62
AutoCAD SHX Text
70.65
AutoCAD SHX Text
70.71
AutoCAD SHX Text
70.78
AutoCAD SHX Text
70.57
AutoCAD SHX Text
70.40
AutoCAD SHX Text
70.33
AutoCAD SHX Text
70.19
AutoCAD SHX Text
69.15
AutoCAD SHX Text
69.11
AutoCAD SHX Text
70.22
AutoCAD SHX Text
70.14
AutoCAD SHX Text
70.11
AutoCAD SHX Text
70.12
AutoCAD SHX Text
70.35
AutoCAD SHX Text
70.52
AutoCAD SHX Text
70.83
AutoCAD SHX Text
70.72
AutoCAD SHX Text
70.99
AutoCAD SHX Text
71.22
AutoCAD SHX Text
71.40
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.38
AutoCAD SHX Text
71.52
AutoCAD SHX Text
71.73
AutoCAD SHX Text
71.56
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.07
AutoCAD SHX Text
71.34
AutoCAD SHX Text
70.96
AutoCAD SHX Text
70.91
AutoCAD SHX Text
70.98
AutoCAD SHX Text
70.76
AutoCAD SHX Text
70.84
AutoCAD SHX Text
75.05
AutoCAD SHX Text
74.89
AutoCAD SHX Text
75.72
AutoCAD SHX Text
76.81
AutoCAD SHX Text
76.97
AutoCAD SHX Text
76.97
AutoCAD SHX Text
75.86
AutoCAD SHX Text
74.97
AutoCAD SHX Text
75.07
AutoCAD SHX Text
72.21
AutoCAD SHX Text
72.11
AutoCAD SHX Text
72.05
AutoCAD SHX Text
72.11
AutoCAD SHX Text
72.07
AutoCAD SHX Text
72.31
AutoCAD SHX Text
72.26
AutoCAD SHX Text
72.42
AutoCAD SHX Text
72.62
AutoCAD SHX Text
73.52
AutoCAD SHX Text
73.91
AutoCAD SHX Text
73.91
AutoCAD SHX Text
74.41
AutoCAD SHX Text
74.33
AutoCAD SHX Text
74.36
AutoCAD SHX Text
74.28
AutoCAD SHX Text
74.49
AutoCAD SHX Text
75.18
AutoCAD SHX Text
75.16
AutoCAD SHX Text
75.16
AutoCAD SHX Text
75.20
AutoCAD SHX Text
75.00
AutoCAD SHX Text
73.89
AutoCAD SHX Text
73.19
AutoCAD SHX Text
72.71
AutoCAD SHX Text
72.41
AutoCAD SHX Text
72.41
AutoCAD SHX Text
73.00
AutoCAD SHX Text
73.77
AutoCAD SHX Text
74.31
AutoCAD SHX Text
74.05
AutoCAD SHX Text
73.67
AutoCAD SHX Text
73.70
AutoCAD SHX Text
73.14
AutoCAD SHX Text
73.08
AutoCAD SHX Text
72.74
AutoCAD SHX Text
72.63
AutoCAD SHX Text
71.22
AutoCAD SHX Text
69.55
AutoCAD SHX Text
69.78
AutoCAD SHX Text
69.98
AutoCAD SHX Text
69.96
AutoCAD SHX Text
69.49
AutoCAD SHX Text
69.30
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.18
AutoCAD SHX Text
69.07
AutoCAD SHX Text
69.00
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.25
AutoCAD SHX Text
67.82
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.41
AutoCAD SHX Text
68.59
AutoCAD SHX Text
68.70
AutoCAD SHX Text
68.72
AutoCAD SHX Text
68.76
AutoCAD SHX Text
68.82
AutoCAD SHX Text
69.02
AutoCAD SHX Text
69.05
AutoCAD SHX Text
68.94
AutoCAD SHX Text
68.92
AutoCAD SHX Text
68.82
AutoCAD SHX Text
68.83
AutoCAD SHX Text
68.71
AutoCAD SHX Text
68.57
AutoCAD SHX Text
68.26
AutoCAD SHX Text
68.07
AutoCAD SHX Text
68.12
AutoCAD SHX Text
68.17
AutoCAD SHX Text
68.20
AutoCAD SHX Text
73.58
AutoCAD SHX Text
72.26
AutoCAD SHX Text
74.54
AutoCAD SHX Text
72.69
AutoCAD SHX Text
74.79
AutoCAD SHX Text
74.58
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.60
AutoCAD SHX Text
74.67
AutoCAD SHX Text
74.81
AutoCAD SHX Text
74.77
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.81
AutoCAD SHX Text
74.83
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.96
AutoCAD SHX Text
74.97
AutoCAD SHX Text
75.04
AutoCAD SHX Text
75.07
AutoCAD SHX Text
75.05
AutoCAD SHX Text
71.31
AutoCAD SHX Text
75.93
AutoCAD SHX Text
75.92
AutoCAD SHX Text
74.85
AutoCAD SHX Text
75.19
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.22
AutoCAD SHX Text
75.17
AutoCAD SHX Text
74.50
AutoCAD SHX Text
74.48
AutoCAD SHX Text
74.49
AutoCAD SHX Text
74.30
AutoCAD SHX Text
74.73
AutoCAD SHX Text
74.11
AutoCAD SHX Text
74.93
AutoCAD SHX Text
74.91
AutoCAD SHX Text
74.66
AutoCAD SHX Text
74.95
AutoCAD SHX Text
75.52
AutoCAD SHX Text
75.73
AutoCAD SHX Text
74.52
AutoCAD SHX Text
74.55
AutoCAD SHX Text
72.78
AutoCAD SHX Text
74.72
AutoCAD SHX Text
74.37
AutoCAD SHX Text
74.24
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74.10
AutoCAD SHX Text
76.46
AutoCAD SHX Text
74.53
AutoCAD SHX Text
74.52
AutoCAD SHX Text
72.81
AutoCAD SHX Text
76.38
AutoCAD SHX Text
75.27
AutoCAD SHX Text
75.17
AutoCAD SHX Text
75.13
AutoCAD SHX Text
75.21
AutoCAD SHX Text
75.35
AutoCAD SHX Text
75.32
AutoCAD SHX Text
75.29
AutoCAD SHX Text
75.29
AutoCAD SHX Text
75.33
AutoCAD SHX Text
74.94
AutoCAD SHX Text
75.15
AutoCAD SHX Text
72.77
AutoCAD SHX Text
72.81
AutoCAD SHX Text
72.81
AutoCAD SHX Text
75.36
AutoCAD SHX Text
75.28
AutoCAD SHX Text
75.27
AutoCAD SHX Text
75.24
AutoCAD SHX Text
75.24
AutoCAD SHX Text
75.17
AutoCAD SHX Text
75.14
AutoCAD SHX Text
75.20
AutoCAD SHX Text
74.50
AutoCAD SHX Text
75.10
AutoCAD SHX Text
75.25
AutoCAD SHX Text
75.26
AutoCAD SHX Text
75.31
AutoCAD SHX Text
75.20
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.26
AutoCAD SHX Text
75.28
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.24
AutoCAD SHX Text
69.29
AutoCAD SHX Text
69.26
AutoCAD SHX Text
69.35
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.67
AutoCAD SHX Text
68.45
AutoCAD SHX Text
68.34
AutoCAD SHX Text
68.27
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.21
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.01
AutoCAD SHX Text
67.79
AutoCAD SHX Text
67.63
AutoCAD SHX Text
67.99
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.09
AutoCAD SHX Text
68.26
AutoCAD SHX Text
68.29
AutoCAD SHX Text
68.51
AutoCAD SHX Text
68.43
AutoCAD SHX Text
68.55
AutoCAD SHX Text
68.62
AutoCAD SHX Text
68.73
AutoCAD SHX Text
67.18
AutoCAD SHX Text
68.53
AutoCAD SHX Text
68.63
AutoCAD SHX Text
68.61
AutoCAD SHX Text
68.64
AutoCAD SHX Text
68.46
AutoCAD SHX Text
67.98
AutoCAD SHX Text
68.03
AutoCAD SHX Text
67.93
AutoCAD SHX Text
67.69
AutoCAD SHX Text
68.21
AutoCAD SHX Text
68.27
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.11
AutoCAD SHX Text
72.13
AutoCAD SHX Text
71.97
AutoCAD SHX Text
71.89
AutoCAD SHX Text
72.22
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.14
AutoCAD SHX Text
72.27
AutoCAD SHX Text
71.68
AutoCAD SHX Text
70.43
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
&
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
&
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
BIN
AutoCAD SHX Text
LANE
AutoCAD SHX Text
MARKING
AutoCAD SHX Text
MARKING
AutoCAD SHX Text
LANE
AutoCAD SHX Text
CENTRELINE
AutoCAD SHX Text
OF
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
SEAT
AutoCAD SHX Text
STRIP DRAIN
AutoCAD SHX Text
STRIP DRAIN
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE COLUMN
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
W/C
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
68.81 F.L.
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BRICK SUBSTATION
AutoCAD SHX Text
VEHICLE CROSSING
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
F.L. 69.74
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
STORMWATER PIT INV. R.L.69.25
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.18 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.21 F.L.
AutoCAD SHX Text
69.10 F.L.
AutoCAD SHX Text
69.09 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.10 F.L.
AutoCAD SHX Text
68.67 F.L.
AutoCAD SHX Text
68.65 F.L.
AutoCAD SHX Text
68.66 F.L.
AutoCAD SHX Text
68.86 F.L.
AutoCAD SHX Text
68.79 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
MALL ENTANCE
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.59 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
68.71 F.L.
AutoCAD SHX Text
68.58 F.L.
AutoCAD SHX Text
68.71 F.L.
AutoCAD SHX Text
68.55 F.L.
AutoCAD SHX Text
68.55 F.L.
AutoCAD SHX Text
68.60 F.L.
AutoCAD SHX Text
68.66 F.L.
AutoCAD SHX Text
68.54 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
68.75 F.L.
AutoCAD SHX Text
68.84 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
(UNDER CONSTRUCTION)
AutoCAD SHX Text
(UNDER CONSTRUCTION)
AutoCAD SHX Text
NO SEWER MANHOLE FOUND IN VICINITY
AutoCAD SHX Text
INVERT R.L.70.74
AutoCAD SHX Text
TOP
AutoCAD SHX Text
OF
AutoCAD SHX Text
BANK
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
OF
AutoCAD SHX Text
BANK
AutoCAD SHX Text
INSIDE
AutoCAD SHX Text
FACE
AutoCAD SHX Text
OF
AutoCAD SHX Text
WALL
AutoCAD SHX Text
74.88 F.L.
AutoCAD SHX Text
74.83 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
MALL ENTRANCE
AutoCAD SHX Text
74.86 F.L.
AutoCAD SHX Text
74.86 F.L.
AutoCAD SHX Text
74.84 F.L.
AutoCAD SHX Text
INV. 67.67
AutoCAD SHX Text
INV. 70.46
AutoCAD SHX Text
69.51 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.56 F.L.
AutoCAD SHX Text
69.86 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
74.22 F.L.
AutoCAD SHX Text
74.21 F.L.
AutoCAD SHX Text
74.38 F.L.
AutoCAD SHX Text
DIA. 225 INV. 69.01
AutoCAD SHX Text
DIA. 225 INV. 68.93
AutoCAD SHX Text
DIA. 225 INV. 66.53
AutoCAD SHX Text
DIA. 225 INV. 66.51
AutoCAD SHX Text
DIA. 225 INV. 66.46
AutoCAD SHX Text
DIA. 150 INV. 66.68
AutoCAD SHX Text
DIA. 150 INV.66.07
AutoCAD SHX Text
DIA. 225 INV. 65.96
AutoCAD SHX Text
DIA. 225 INV. 65.99
AutoCAD SHX Text
DIA. 225 INV. 65.82
AutoCAD SHX Text
DIA. 225 INV. 70.56
AutoCAD SHX Text
DIA. 225 INV. 70.54
AutoCAD SHX Text
DIA. 225 INV. 70.16
AutoCAD SHX Text
DIA. 100 INV. 70.51
AutoCAD SHX Text
DIA. 225 INV. 70.11
AutoCAD SHX Text
DIA. 225 INV. 67.59
AutoCAD SHX Text
DIA. 225 INV. 67.62
AutoCAD SHX Text
DIA. 225 INV. 67.67
AutoCAD SHX Text
DIA. 225 INV. 67.42
AutoCAD SHX Text
DIA. 225 INV. 67.47
AutoCAD SHX Text
DIA. 150 INV. 67.46
AutoCAD SHX Text
DIA. 225 INV. 66.82
AutoCAD SHX Text
DIA. 225 INV. 66.77
AutoCAD SHX Text
DIA. 225 INV. 66.77
AutoCAD SHX Text
74 12
AutoCAD SHX Text
74 01
AutoCAD SHX Text
73 94
AutoCAD SHX Text
73 90
AutoCAD SHX Text
73 11
AutoCAD SHX Text
71 75
AutoCAD SHX Text
70 01
AutoCAD SHX Text
69 89
AutoCAD SHX Text
69 71
AutoCAD SHX Text
70 24
AutoCAD SHX Text
71 63
AutoCAD SHX Text
72 05
AutoCAD SHX Text
73 12
AutoCAD SHX Text
73.37
AutoCAD SHX Text
73.43
AutoCAD SHX Text
73 62
AutoCAD SHX Text
73 70
AutoCAD SHX Text
73.84
AutoCAD SHX Text
73.85
AutoCAD SHX Text
73 87
AutoCAD SHX Text
74 10
AutoCAD SHX Text
74 27
AutoCAD SHX Text
74 18
AutoCAD SHX Text
PP
AutoCAD SHX Text
74 09
AutoCAD SHX Text
SP
AutoCAD SHX Text
73 95
AutoCAD SHX Text
SP
AutoCAD SHX Text
73 91
AutoCAD SHX Text
HYD
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
73 97
AutoCAD SHX Text
GAS
AutoCAD SHX Text
SP
AutoCAD SHX Text
PP
AutoCAD SHX Text
73 45
AutoCAD SHX Text
SV
AutoCAD SHX Text
73 32
AutoCAD SHX Text
SV
AutoCAD SHX Text
73.45
AutoCAD SHX Text
HYD
AutoCAD SHX Text
72 28
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 96
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 08
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
74.21
AutoCAD SHX Text
74 09
AutoCAD SHX Text
74.08
AutoCAD SHX Text
74 07
AutoCAD SHX Text
74.19
AutoCAD SHX Text
74 06
AutoCAD SHX Text
GAS
AutoCAD SHX Text
73 88
AutoCAD SHX Text
73 58
AutoCAD SHX Text
74 40
AutoCAD SHX Text
74 39
AutoCAD SHX Text
SP
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74 57
AutoCAD SHX Text
PP
AutoCAD SHX Text
74 55
AutoCAD SHX Text
HYD
AutoCAD SHX Text
74 64
AutoCAD SHX Text
74.75
AutoCAD SHX Text
74.83
AutoCAD SHX Text
75 06
AutoCAD SHX Text
74 89
AutoCAD SHX Text
74 62
AutoCAD SHX Text
74 35
AutoCAD SHX Text
74 39
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 21
AutoCAD SHX Text
74.03
AutoCAD SHX Text
74 00
AutoCAD SHX Text
74 16
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 45
AutoCAD SHX Text
74 85
AutoCAD SHX Text
75 08
AutoCAD SHX Text
74.53
AutoCAD SHX Text
74.51
AutoCAD SHX Text
74 54
AutoCAD SHX Text
74.56
AutoCAD SHX Text
74 57
AutoCAD SHX Text
74 71
AutoCAD SHX Text
74.78
AutoCAD SHX Text
74 75
AutoCAD SHX Text
74.86
AutoCAD SHX Text
74 81
AutoCAD SHX Text
74 71
AutoCAD SHX Text
74.93
AutoCAD SHX Text
74.98
AutoCAD SHX Text
75.01
AutoCAD SHX Text
75.03
AutoCAD SHX Text
75.01
AutoCAD SHX Text
75.10
AutoCAD SHX Text
75.02
AutoCAD SHX Text
74.75
AutoCAD SHX Text
73 57
AutoCAD SHX Text
72 79
AutoCAD SHX Text
72 54
AutoCAD SHX Text
73.11
AutoCAD SHX Text
73.46
AutoCAD SHX Text
73.69
AutoCAD SHX Text
74 15
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 47
AutoCAD SHX Text
SP
AutoCAD SHX Text
DMR
AutoCAD SHX Text
TL
AutoCAD SHX Text
75 05
AutoCAD SHX Text
TL
AutoCAD SHX Text
SV
AutoCAD SHX Text
75.12
AutoCAD SHX Text
HYD
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 99
AutoCAD SHX Text
SP
AutoCAD SHX Text
74 93
AutoCAD SHX Text
PP
AutoCAD SHX Text
74.64
AutoCAD SHX Text
75.19
AutoCAD SHX Text
75 27
AutoCAD SHX Text
75.30
AutoCAD SHX Text
75 15
AutoCAD SHX Text
74 68
AutoCAD SHX Text
74 43
AutoCAD SHX Text
75 38
AutoCAD SHX Text
74 98
AutoCAD SHX Text
74 83
AutoCAD SHX Text
74 67
AutoCAD SHX Text
72 86
AutoCAD SHX Text
74 05
AutoCAD SHX Text
SMH
AutoCAD SHX Text
75 29
AutoCAD SHX Text
SMH
AutoCAD SHX Text
75 13
AutoCAD SHX Text
75 04
AutoCAD SHX Text
75.04
AutoCAD SHX Text
75 00
AutoCAD SHX Text
74 93
AutoCAD SHX Text
73 74
AutoCAD SHX Text
73 82
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74 93
AutoCAD SHX Text
74 97
AutoCAD SHX Text
75.04
AutoCAD SHX Text
74 04
AutoCAD SHX Text
74 14
AutoCAD SHX Text
75.05
AutoCAD SHX Text
75.07
AutoCAD SHX Text
75 09
AutoCAD SHX Text
75.11
AutoCAD SHX Text
74 15
AutoCAD SHX Text
74.34
AutoCAD SHX Text
74 27
AutoCAD SHX Text
74.18
AutoCAD SHX Text
74 07
AutoCAD SHX Text
WM
AutoCAD SHX Text
73 97
AutoCAD SHX Text
73 87
AutoCAD SHX Text
73 51
AutoCAD SHX Text
73 49
AutoCAD SHX Text
73.44
AutoCAD SHX Text
73 44
AutoCAD SHX Text
73 22
AutoCAD SHX Text
73.20
AutoCAD SHX Text
74 20
AutoCAD SHX Text
BOL
AutoCAD SHX Text
69 64
AutoCAD SHX Text
69 58
AutoCAD SHX Text
69.51
AutoCAD SHX Text
69.46
AutoCAD SHX Text
69.42
AutoCAD SHX Text
69.37
AutoCAD SHX Text
69 34
AutoCAD SHX Text
69.05
AutoCAD SHX Text
68.75
AutoCAD SHX Text
68 37
AutoCAD SHX Text
68 23
AutoCAD SHX Text
PP
AutoCAD SHX Text
69 85
AutoCAD SHX Text
HYD
AutoCAD SHX Text
69 72
AutoCAD SHX Text
SP
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69.65
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 53
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 38
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 36
AutoCAD SHX Text
S
AutoCAD SHX Text
69 22
AutoCAD SHX Text
TEL
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69.26
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
69 16
AutoCAD SHX Text
69 06
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 10
AutoCAD SHX Text
ELP
AutoCAD SHX Text
BOL
AutoCAD SHX Text
69 41
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 35
AutoCAD SHX Text
68 98
AutoCAD SHX Text
69 23
AutoCAD SHX Text
68 75
AutoCAD SHX Text
69 23
AutoCAD SHX Text
68 71
AutoCAD SHX Text
68.79
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 89
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 75
AutoCAD SHX Text
SV
AutoCAD SHX Text
GAS
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
68.82
AutoCAD SHX Text
SMH
AutoCAD SHX Text
68 93
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 26
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SP
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 85
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68.67
AutoCAD SHX Text
SP
AutoCAD SHX Text
68.53
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 38
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 33
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 14
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 36
AutoCAD SHX Text
SV
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 48
AutoCAD SHX Text
PIT
AutoCAD SHX Text
68 54
AutoCAD SHX Text
68 13
AutoCAD SHX Text
68 10
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68.02
AutoCAD SHX Text
68 07
AutoCAD SHX Text
68 09
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 08
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 05
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 42
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 40
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 41
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 34
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 40
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 53
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68.66
AutoCAD SHX Text
68 17
AutoCAD SHX Text
69 40
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 55
AutoCAD SHX Text
68 91
AutoCAD SHX Text
68 55
AutoCAD SHX Text
68 31
AutoCAD SHX Text
68 76
AutoCAD SHX Text
SMH
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 80
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
68 98
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 79
AutoCAD SHX Text
70.73
AutoCAD SHX Text
GAS
AutoCAD SHX Text
72.24
AutoCAD SHX Text
73 25
AutoCAD SHX Text
72.57
AutoCAD SHX Text
72 73
AutoCAD SHX Text
72 78
AutoCAD SHX Text
72 58
AutoCAD SHX Text
73 16
AutoCAD SHX Text
72 39
AutoCAD SHX Text
72 58
AutoCAD SHX Text
72.67
AutoCAD SHX Text
73.04
AutoCAD SHX Text
73.09
AutoCAD SHX Text
68 56
AutoCAD SHX Text
GAS
AutoCAD SHX Text
68 43
AutoCAD SHX Text
PIT
AutoCAD SHX Text
68 46
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 52
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 49
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 33
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 53
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 29
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 35
AutoCAD SHX Text
GAS
AutoCAD SHX Text
68 54
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 36
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 56
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 43
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 64
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 79
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 55
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 44
AutoCAD SHX Text
68 33
AutoCAD SHX Text
68 31
AutoCAD SHX Text
68 14
AutoCAD SHX Text
68 32
AutoCAD SHX Text
68 25
AutoCAD SHX Text
68 19
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 23
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 16
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 11
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 17
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 06
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 17
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
ELP
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 17
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
GAS
AutoCAD SHX Text
68.22
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 09
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 06
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 15
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 12
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 14
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 02
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 18
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 07
AutoCAD SHX Text
68 07
AutoCAD SHX Text
67 98
AutoCAD SHX Text
68.57
AutoCAD SHX Text
68.55
AutoCAD SHX Text
84 77
AutoCAD SHX Text
72 07
AutoCAD SHX Text
77 93
AutoCAD SHX Text
70 24
AutoCAD SHX Text
76 97
AutoCAD SHX Text
77.30
AutoCAD SHX Text
69.82
AutoCAD SHX Text
69.63
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 40
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 10
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 12
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 15
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69.27
AutoCAD SHX Text
S
AutoCAD SHX Text
69 02
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 99
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 05
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 18
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 06
AutoCAD SHX Text
TEL
AutoCAD SHX Text
GAS
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 87
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 82
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69 39
AutoCAD SHX Text
69 14
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 11
AutoCAD SHX Text
68 94
AutoCAD SHX Text
68 73
AutoCAD SHX Text
68 46
AutoCAD SHX Text
70.02
AutoCAD SHX Text
69 56
AutoCAD SHX Text
69.37
AutoCAD SHX Text
69.32
AutoCAD SHX Text
69.22
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 00
AutoCAD SHX Text
69.56
AutoCAD SHX Text
69 38
AutoCAD SHX Text
69 20
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 17
AutoCAD SHX Text
69 02
AutoCAD SHX Text
68 79
AutoCAD SHX Text
68 78
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 05
AutoCAD SHX Text
69 15
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 06
AutoCAD SHX Text
68 42
AutoCAD SHX Text
69 32
AutoCAD SHX Text
S
AutoCAD SHX Text
68 54
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 54
AutoCAD SHX Text
68 46
AutoCAD SHX Text
68 58
AutoCAD SHX Text
PIT
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 77
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 74
AutoCAD SHX Text
TEL
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 61
AutoCAD SHX Text
GAS
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 27
AutoCAD SHX Text
68 26
AutoCAD SHX Text
68 24
AutoCAD SHX Text
PIT
AutoCAD SHX Text
GAS
AutoCAD SHX Text
67 99
AutoCAD SHX Text
ELP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
67.93
AutoCAD SHX Text
SP
AutoCAD SHX Text
67 95
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
BOL
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
72 11
AutoCAD SHX Text
71.63
AutoCAD SHX Text
71.60
AutoCAD SHX Text
71 46
AutoCAD SHX Text
71 20
AutoCAD SHX Text
70 77
AutoCAD SHX Text
70.55
AutoCAD SHX Text
70.24
AutoCAD SHX Text
PP
AutoCAD SHX Text
70 17
AutoCAD SHX Text
70.46
AutoCAD SHX Text
70 79
AutoCAD SHX Text
71 13
AutoCAD SHX Text
SP
AutoCAD SHX Text
70 86
AutoCAD SHX Text
69 57
AutoCAD SHX Text
71 35
AutoCAD SHX Text
71 42
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 94
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 30
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 94
AutoCAD SHX Text
70 48
AutoCAD SHX Text
74 49
AutoCAD SHX Text
73 11
AutoCAD SHX Text
71 77
AutoCAD SHX Text
70 15
AutoCAD SHX Text
71 83
AutoCAD SHX Text
GAS
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
73 09
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.17
AutoCAD SHX Text
72.16
AutoCAD SHX Text
71.79
AutoCAD SHX Text
73.34
AutoCAD SHX Text
73.47
AutoCAD SHX Text
73 97
AutoCAD SHX Text
73 92
AutoCAD SHX Text
73.80
AutoCAD SHX Text
TL
AutoCAD SHX Text
SP
AutoCAD SHX Text
TL
AutoCAD SHX Text
TL
AutoCAD SHX Text
70 69
AutoCAD SHX Text
70 14
AutoCAD SHX Text
71 53
AutoCAD SHX Text
71.90
AutoCAD SHX Text
71 49
AutoCAD SHX Text
71 46
AutoCAD SHX Text
71.97
AutoCAD SHX Text
72 00
AutoCAD SHX Text
72 25
AutoCAD SHX Text
72 11
AutoCAD SHX Text
TOP PIT 68.34
AutoCAD SHX Text
INV PIT ????
AutoCAD SHX Text
TOP PIT 68.38
AutoCAD SHX Text
TOP PIT 68.49
AutoCAD SHX Text
TOP PIT 68.27
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
BOL
AutoCAD SHX Text
FLOOR LEVEL
AutoCAD SHX Text
RL74.85
AutoCAD SHX Text
FLOOR LEVEL
AutoCAD SHX Text
RL72.72
AutoCAD SHX Text
FLOOR LEVEL
AutoCAD SHX Text
RL74.17
AutoCAD SHX Text
FLOOR LEVEL
AutoCAD SHX Text
RL74.17
AutoCAD SHX Text
FLOOR LEVEL
AutoCAD SHX Text
RL74.37
AutoCAD SHX Text
TOP PIT 70.31
AutoCAD SHX Text
INV PIT 69.29
AutoCAD SHX Text
TOP PIT 73.24
AutoCAD SHX Text
INV PIT 71.69
AutoCAD SHX Text
TOP PIT 73.70
AutoCAD SHX Text
INV PIT 71.87
AutoCAD SHX Text
TOP PIT 73.74
AutoCAD SHX Text
INV PIT 71.99
AutoCAD SHX Text
TOP PIT 74.27
AutoCAD SHX Text
INV PIT 72.84
AutoCAD SHX Text
TOP PIT 74.88
AutoCAD SHX Text
INV PIT 73.74
AutoCAD SHX Text
TOP PIT 71.48
AutoCAD SHX Text
INV PIT 70.28
AutoCAD SHX Text
TOP PIT 70.44
AutoCAD SHX Text
INV PIT 69.09
AutoCAD SHX Text
TOP PIT 69.88
AutoCAD SHX Text
INV PIT 68.45
AutoCAD SHX Text
TOP PIT 69.25
AutoCAD SHX Text
INV PIT 67.30
AutoCAD SHX Text
TOP PIT 68.87
AutoCAD SHX Text
INV PIT 68.27
AutoCAD SHX Text
68 66
AutoCAD SHX Text
PIT
AutoCAD SHX Text
68 66
AutoCAD SHX Text
PIT
AutoCAD SHX Text
KIOSK
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
SEATS
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
68 36
AutoCAD SHX Text
PIT
AutoCAD SHX Text
VINE COVERED STEEL ARCHES
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
STOREY
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
TWO
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
OVER SHOPPING CENTRE
AutoCAD SHX Text
COMMERCIAL TOWER
AutoCAD SHX Text
FIVE STOREY
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
RENDERED
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
ONE
AutoCAD SHX Text
METAL
AutoCAD SHX Text
STOREY
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
ONE
AutoCAD SHX Text
METAL
AutoCAD SHX Text
STOREY
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
FLAT BITUMINOUS ROOF
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
METAL
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
EASTWOOD
AutoCAD SHX Text
ARCADE
AutoCAD SHX Text
EASTWOOD
AutoCAD SHX Text
PHARMACY
AutoCAD SHX Text
NEWSAGENT
AutoCAD SHX Text
AND SUPERMARKET
AutoCAD SHX Text
SHOE
AutoCAD SHX Text
WAREHOUSE
AutoCAD SHX Text
PEKING
AutoCAD SHX Text
RESTAURANT
AutoCAD SHX Text
NATIONAL
AutoCAD SHX Text
AUSTRALIA
AutoCAD SHX Text
BANK
AutoCAD SHX Text
TONYON
AutoCAD SHX Text
SUPERMARKET
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
SHOPPING CENTRE
AutoCAD SHX Text
AND MULTI-LEVEL
AutoCAD SHX Text
CARPARK
AutoCAD SHX Text
(REFER CARPARK AND SHOPPING CENTRE
AutoCAD SHX Text
EDGE PAVING UNDER
AutoCAD SHX Text
DRAWINGS FOR MORE DETAIL)
AutoCAD SHX Text
(REFER CARPARK AND SHOPPING CENTRE
AutoCAD SHX Text
DRAWINGS FOR MORE DETAIL)
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
"MASONIC TEMPLE"
AutoCAD SHX Text
ATRIUM
AutoCAD SHX Text
EDGE OF CONCRETE RAMP OVER
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
STOREY
AutoCAD SHX Text
RENDERED
AutoCAD SHX Text
THREE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
FIBROUS
AutoCAD SHX Text
CEMENT
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
WATER FEATURE
AutoCAD SHX Text
TWO STOREY
AutoCAD SHX Text
RENDERED BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
ONE STOREY
AutoCAD SHX Text
BRICK BUILDING
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
CONCRETE RAMP
AutoCAD SHX Text
VC
AutoCAD SHX Text
VC
AutoCAD SHX Text
TOP PIT 69.44
AutoCAD SHX Text
INV PIT 68.29
AutoCAD SHX Text
PC
AutoCAD SHX Text
GARBAGE
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
POLE
AutoCAD SHX Text
TOP PIT 68.04
AutoCAD SHX Text
INV PIT 66.83
AutoCAD SHX Text
CLOTHING
AutoCAD SHX Text
T AND T
AutoCAD SHX Text
( T W O S T O R E Y B R I C K S H O P S )
AutoCAD SHX Text
STORE
AutoCAD SHX Text
MICHELLES
AutoCAD SHX Text
PATISSERIE
AutoCAD SHX Text
FUJIFILM
AutoCAD SHX Text
DESIGNER CLOTHING
AutoCAD SHX Text
'PACIFIC OCEAN'
AutoCAD SHX Text
THATS MY MAN
AutoCAD SHX Text
GO-LO
AutoCAD SHX Text
COMMONWEALTH
AutoCAD SHX Text
BANK
AutoCAD SHX Text
CENTRO
AutoCAD SHX Text
RESTAURANT
AutoCAD SHX Text
CLOCK
AutoCAD SHX Text
WM
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
PHONE
AutoCAD SHX Text
BOX
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
PLANTER BOXES
AutoCAD SHX Text
PLANTER BOXES
AutoCAD SHX Text
PLANTER BOXES
AutoCAD SHX Text
SEAT
AutoCAD SHX Text
SEAT
AutoCAD SHX Text
VC
AutoCAD SHX Text
STAFF ENTRY)
AutoCAD SHX Text
(WOOLWORTHS
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
(STEEL COLUMNS ON CONCRETE
AutoCAD SHX Text
PADS UNDER RAMP)
AutoCAD SHX Text
TOP PIT 71.83
AutoCAD SHX Text
INV PIT 73.2
AutoCAD SHX Text
INV PIT 72.29
AutoCAD SHX Text
TOP PIT 73.49
AutoCAD SHX Text
L
AutoCAD SHX Text
BIKE
AutoCAD SHX Text
RACK
AutoCAD SHX Text
METAL FENCE
AutoCAD SHX Text
GRATED DRAIN
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLANDS
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
PC
AutoCAD SHX Text
PC
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
TOP OF 0.16 CONCRETE KERB
AutoCAD SHX Text
69 57
AutoCAD SHX Text
70 86
AutoCAD SHX Text
69 57
AutoCAD SHX Text
BRICK RETAINING WALL
AutoCAD SHX Text
BRICK GARAGE
AutoCAD SHX Text
VC
AutoCAD SHX Text
VC
AutoCAD SHX Text
VC
AutoCAD SHX Text
GRATED DRAIN
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
GATE
AutoCAD SHX Text
METAL FENCE
AutoCAD SHX Text
PIT
AutoCAD SHX Text
PC
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
TRAFFIC ISLAND
AutoCAD SHX Text
TOP OF 0.16 HIGH CONCRETE KERB
AutoCAD SHX Text
CONCRETE FOOTPATH
AutoCAD SHX Text
VC
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BLOCK RET. WALL
AutoCAD SHX Text
CONCRETE FOOTPATH
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
PC
AutoCAD SHX Text
BITUMEN
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
TOP 0.16 CONC.KERB
AutoCAD SHX Text
OUTDOOR
AutoCAD SHX Text
SEATING
AutoCAD SHX Text
OUTDOOR
AutoCAD SHX Text
SEATING
AutoCAD SHX Text
GRATED DRAIN
AutoCAD SHX Text
(STEEL COLUMNS ON CONCRETE
AutoCAD SHX Text
PADS UNDER RAMP)
AutoCAD SHX Text
TRAFFIC ISLAND
AutoCAD SHX Text
(REFER CARPARK AND SHOPPING CENTRE
AutoCAD SHX Text
DRAWINGS FOR MORE DETAIL)
AutoCAD SHX Text
SMH
AutoCAD SHX Text
METAL
AutoCAD SHX Text
STACK
AutoCAD SHX Text
PLANT AND
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
ON ROOF
AutoCAD SHX Text
PLANT AND
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
ON ROOF
AutoCAD SHX Text
ROWE STREET
AutoCAD SHX Text
PST
AutoCAD SHX Text
TEMPORARY STOCKPILE
AutoCAD SHX Text
WEST PARADE
AutoCAD SHX Text
ROWE STREET MALL
AutoCAD SHX Text
RUTHLEDGE STREET
AutoCAD SHX Text
TRELAWNEY PARADE
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
16
AutoCAD SHX Text
20
AutoCAD SHX Text
24
AutoCAD SHX Text
28
AutoCAD SHX Text
32m
AutoCAD SHX Text
1:400 A1 1:800 A3
AutoCAD SHX Text
Rev
AutoCAD SHX Text
Date
AutoCAD SHX Text
Title
AutoCAD SHX Text
Approved
AutoCAD SHX Text
Date
AutoCAD SHX Text
Project
AutoCAD SHX Text
Client
AutoCAD SHX Text
Scale @ A1
AutoCAD SHX Text
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:20 PM BY : WILFREDO CABALLERO18/07/2016 5:26:20 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C1-10
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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EROSION AND SEDIMENTATION
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CONTROL PLAN
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YUHU GROUP
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17/05/16
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1:400
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
AutoCAD SHX Text
FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:23 PM BY : WILFREDO CABALLERO18/07/2016 5:26:23 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C1-15
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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EROSION AND SEDIMENTATION
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CONTROL DETAILS
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YUHU GROUP
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17/05/16
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NTS
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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SEQUENCE OF WORKS
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1.ALL WORK SHALL BE GENERALLY CARRIED OUT IN ACCORDANCE WITH:ALL WORK SHALL BE GENERALLY CARRIED OUT IN ACCORDANCE WITH:
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(a) LOCAL AUTHORITY REQUIREMENTS,LOCAL AUTHORITY REQUIREMENTS,
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(b) EPA - POLLUTION CONTROL MANUAL FOR URBAN STORMWATEREPA - POLLUTION CONTROL MANUAL FOR URBAN STORMWATER
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(c)LANDCOM'S SOIL AND CONSTRUCTION - MANAGING URBAN LANDCOM'S SOIL AND CONSTRUCTION - MANAGING URBAN STORMWATER MANUAL
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2.EROSION AND SEDIMENT CONTROL DRAWINGS AND NOTES ARE EROSION AND SEDIMENT CONTROL DRAWINGS AND NOTES ARE PROVIDED FOR THE WHOLE OF THE WORKS. SHOULD THE CONTRACTOR STAGE THESE WORKS THEN THE DESIGN MAY REQUIRE TO BE MODIFIED. VARIATION TO THESE DETAILS MAY REQUIRE TO BE APPROVED BY THE RELEVANT AUTHORITIES. THE EROSION AND SEDIMENT CONTROL PLAN SHALL BE IMPLEMENTED AND ADOPTED TO MEET THE VARYING SITUATIONS AS WORK ON SITE PROGRESSES.
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3.MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES TO THE MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT AND THE LOCAL AUTHORITY.
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4.WHEN STORMWATER PITS ARE CONSTRUCTED PREVENT SITE RUNOFF WHEN STORMWATER PITS ARE CONSTRUCTED PREVENT SITE RUNOFF ENTERING THE PITS UNLESS SEDIMENT TRAPS ARE ERECTED AROUND PITS.
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5.MINIMIZE THE AREA OF SITE BEING DISTURBED AT ANY ONE TIME.MINIMIZE THE AREA OF SITE BEING DISTURBED AT ANY ONE TIME.
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6.PROTECT ALL STOCKPILES OF MATERIALS FROM SCOUR AND EROSION. PROTECT ALL STOCKPILES OF MATERIALS FROM SCOUR AND EROSION. DO NOT STOCKPILE LOOSE MATERIAL IN ROADWAYS, NEAR DRAINAGE PITS OR IN WATERCOURSES.
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7.ALL SOIL AND WATER CONTROL MEASURES ARE TO BE PUT BACK IN ALL SOIL AND WATER CONTROL MEASURES ARE TO BE PUT BACK IN PLACE AT THE END OF EACH WORKING DAY, AND MODIFIED TO BEST SUIT SITE CONDITIONS.
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8.CONTROL WATER FROM UPSTREAM OF THE SITE SUCH THAT IT DOES CONTROL WATER FROM UPSTREAM OF THE SITE SUCH THAT IT DOES NOT ENTER THE DISTURBED SITE.
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9.ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE SITE VIA ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE SITE VIA THE APPROVED CONSTRUCTION ENTRY/EXIT ROUTE.
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10.ALL VEHICLES LEAVING THE SITE SHALL BE CLEANED AND INSPECTED ALL VEHICLES LEAVING THE SITE SHALL BE CLEANED AND INSPECTED BEFORE LEAVING.
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11.MAINTAIN ALL STORMWATER PIPES AND PITS CLEAR OF DEBRIS AND MAINTAIN ALL STORMWATER PIPES AND PITS CLEAR OF DEBRIS AND SEDIMENT. INSPECT STORMWATER SYSTEM AND CLEAN OUT AFTER EACH STORM EVENT.
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12.CLEAN OUT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER CLEAN OUT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH STORM EVENT.
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1.PRIOR TO COMMENCEMENT OF EXCAVATION THE FOLLOWING SOIL PRIOR TO COMMENCEMENT OF EXCAVATION THE FOLLOWING SOIL MANAGEMENT DEVICES MUST BE INSTALLED.
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(i) CONSTRUCT SILT CONTROL DEVICES BELOW THE SITE AND ACROSS ALL POTENTIAL RUNOFF SITES.
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(ii) CO-ORDINATE CONSTRUCTION ENTRY/EXIT ROUTES WITH SITE SUPERINTENDENT. ARRANGE SUITABLE LOCATION FOR THE INSPECTION OF TRUCKS PRIOR TO LEAVING SITE AND DIVERT RUNOFF TO SUITABLE CONTROL SYSTEM.
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(iii) CONSTRUCT MEASURES TO DIVERT UPSTREAM FLOWS INTO EXISTING STORMWATER SYSTEM.
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(iv) PROVIDE SANDBAG SEDIMENT TRAPS UPSTREAM OF EXISTING PITS.
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(v) LOCATE A 1.8 METRE CHAIN WIRE FENCE AROUND THE BOUNDARIES AND ATTACH HESSIAN CLOTH TO IT ON THE WINDWARD SIDE (TIES AT THE TOP CENTER AND BOTTOM AND AT 1 METRE INTERVALS.
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2.DISTURBED AREAS ARE REGULARLY WATERED TO REDUCE DUST DISTURBED AREAS ARE REGULARLY WATERED TO REDUCE DUST POLLUTION.
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3.CONSTRUCT GEOTEXTILE FILTER PIT SURROUND (SEDIMENT TRAP) CONSTRUCT GEOTEXTILE FILTER PIT SURROUND (SEDIMENT TRAP) AROUND ALL PROPOSED PITS AS THEY ARE CONSTRUCTED.
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4.ON COMPLETION OF PAVEMENT PROVIDE SAND BAG SEDIMENT ON COMPLETION OF PAVEMENT PROVIDE SAND BAG SEDIMENT TRAPS AROUND PITS.
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5.PROVIDE AND MAINTAIN A STRIP OF TURF ON BOTH SIDES OF ALL PROVIDE AND MAINTAIN A STRIP OF TURF ON BOTH SIDES OF ALL ROADS AFTER THE CONSTRUCTION OF KERBS.
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6.REMOVE ALL TEMPORARY SOIL MANAGEMENT DEVICES AT THE REMOVE ALL TEMPORARY SOIL MANAGEMENT DEVICES AT THE COMPLETION OF ALL CONSTRUCTION ACTIVITY AND PRIOR TO SITE HANDOVER.
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EROSION AND SEDIMENT CONTROL NOTES
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TREES
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1.ALL TREE PROTECTION REQUIREMENTS AS OUTLINED IN THE DA.ALL TREE PROTECTION REQUIREMENTS AS OUTLINED IN THE DA.
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2.A TREE RETENTION PLAN AS PER THE THE DA IS TO BE KEPT ON A TREE RETENTION PLAN AS PER THE THE DA IS TO BE KEPT ON SITE INDICATING TREES TO BE RETAINED AND AREAS LEFT UNDISTURBED, THAT ARE TO BE CORDONED OFF FROM CONSTRUCTION WORKS.
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3.PRIOR TO WORK COMMENCING, TREE PROTECTION FENCING MUST BE PRIOR TO WORK COMMENCING, TREE PROTECTION FENCING MUST BE ERECTED AROUND THE TREES THAT ARE TO BE RETAINED AT A 3m SETBACK. THE TREE FENCING MUST BE CONSTRUCTED OF 1.8m CYCLONE CHAINMESH FENCE. THE TREE PROTECTION FENCING MUST BE MAINTAINED IN GOOD WORKING ORDER UNTIL THE COMPLETION OF ALL BUILDING OR DEVELOPMENT WORKS. A STATEMENT OF COMPLIANCE FROM A QUALIFIED TREE SURGEON OR ENVIRONMENTAL CONSULTANT SHALL BE SUBMITTED TO COUNCIL PRIOR TO THE ISSUE OF THE CONSTRUCTION CERTIFICATE. PENALTIES APPLY FOR NON-COMPLIANCE.
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4.TO PREVENT DAMAGE TO TREE ROOTS, EXCAVATION (FOR SERVICES TO PREVENT DAMAGE TO TREE ROOTS, EXCAVATION (FOR SERVICES AND OTHER WORKS), CHANGE OF SOIL LEVEL (CUT OR FILL), PARKING (VEHICLES OR PLANT), OR PLACEMENT OF BUILDING MATERIALS (INCLUDING DISPOSAL OF CEMENT SLURRY AND WASTE WATER) WITHIN THE SPECIFIED TREE PROTECTION ZONE SETBACKS, AND WITHIN 3m OF ALL OTHER TREES TO BE RETAINED ON SITE, IS STRICTLY FORBIDDEN. NO TREE ROOTS LOCATED WITHIN THE SPECIFIED TREE SETBACKS SHALL BE SEVERED OR INJURED IN THE PROCESS OF ANY SITE WORKS DURING THE CONSTRUCTION OR LANDSCAPING PHASES OF THE APPROVED PROJECT. THE APPLICANT SHALL ENSURE THAT ALL UNDERGROUND SERVICES (I.E. WATER, DRAINAGE, GAS AND SEWER) SHALL NOT BE LAID WITHIN 3m OF ANY TREE LOCATED ON THE PROPERTY PROTECTED UNDER COUNCIL'S TREE PRESERVATION ORDER OR LISTED FOR PROTECTION IN THE APPROVED PROJECT BCMP.
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NTS
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FABRIC WRAPPED GRATE
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STORMWATER INLET GRATE
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SEDIMENT COLLECTION PIT EXCAVATED AROUND INLET.
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GRATE WRAPPED IN GEOTEXTILE FILTER CLOTH.
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NOT TO SCALE
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MESH AND GRAVEL SAG INLET SEDIMENT BARRIER
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GENERAL OPERATION: 1. REFER TO APPROVED PLANS AND ASSOCIATED ENVIRONMENTAL MANAGEMENT PLANS FOR OPERATIONAL DETAILS. IF THERE ARE QUESTIONS OR PROBLEMS WITH THE METHOD OF INSTALLATION OR OPERATION, CONTACT THE PRODUCT SUPPLIER AND/OR RESPONSIBLE ON-SITE OFFICERS FOR ASSISTANCE. 2. PRIOR TO USE, CONDUCT FLOCCULATION TESTS TO DEMONSTRATE SUITABILITY OF TREATMENT ADDITIVE AND APPROXIMATE DOSAGE RATE. 3. USE OF CHEMICAL ADDITIVES MUST BE WITHIN LIMITS SPECIFIED BY RELEVANT AUTHORITIES, INCLUDING STATE AGENCIES. 4. CHEMICAL FLOCCULENT/COAGULANTS MUST BE ALLOWED TO MIX RAPIDLY WITH THE WATERS TO INSURE PROPER DISPERSION. 5. ENSURE THE TANK OPERATES IN A MANNER THAT PREVENTS THE RE-SUSPENSION AND DISCHARGE OF THE SETTLED SEDIMENT. 6. MAINTAIN A DAILY LOG OF BATCH RATES (VOLUME AND TIME), TYPE AND AMOUNT OF CHEMICAL USAGE (INCLUDING PH ADJUSTMENTS IF ANY), AND WATER QUALITY MONITORING.
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MAINTENANCE: 1. INSPECT THE SEDIMENT TANK REGULARLY AND AT LEAST DAILY DURINGDE-WATERING OPERATIONS. 2. MAKE REPARIS/ADJUSTMENTS AS NEEDED TO MAINTAIN THE REQUIRED TREATMENT STANDARD. 3. DE-SILT THE TANK AND MAINTAIN ALL REPLACEABLE COMPONENTS (SUCH AS FILTERS) IN ACCORDANCE WITH SUPPLIED OPERATIONAL INSTRUCTIONS. UNIQUE SITE-MODIFIED UNITS SHOULD BE DE-SILTED ONCE SETTLED SEDIMENT EXCEEDS ONE THIRD OF STORAGE VOLUME. 4. DISPOSE OF ALL SEDIMENT IN A MANNER THAT WILL NOT CREATE AS EROSION OR POLLUTION HAZARD.
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REMOVAL: 1. DISASSEMBLE AND REMOVE ALL COMPONENTS OF THE SEDIMENT TANK AND REMOVE FROM SITE. 2. DISPOSE OF THE CONSUMABLES AND SEDIMENT IN A MANNER THAT WILL NOT CREATE FURTHER EROSION, SEDIMENTATION OR ENVIRONMENTAL PROBLEMS. 3. REHABILITATE ALL DISTURBED GROUND AS NECESSARY TO MINIMISE THE EROSION HAZARD.
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PORTABLE SEDIMENT TANK
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PORTABLE MINI SKIP
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PLAN NTS
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LOW FLOW FILTRATION SYSTEM
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PERFORATED OUTLET PIPE
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15 TO 25mm AGGREGATE
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FILTER CLOTH
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NTS
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PORTABLE MINI SKIP
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HIGH FLOW FILTRATION SYSTEM
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NTS
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TIE ROPE
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FILTER CLOTH
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FILTERED OUTFLOW
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TIE ROPE
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P
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PUMP
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DISCHARGE CLEAN WATER TO NEAREST COUNCIL STORMWATER DRAINAGE PIT OR ROAD GUTTER.
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ROAD KERB LINE
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PORTABLE SEDIMENT TANK (PST)
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%%uINSTALLATION
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1.EXCAVATE A TRENCH 200mm DEEP. EXCAVATE A TRENCH 200mm DEEP. 2.DRIVE POSTS 500-700mm INTO GROUND AT A DRIVE POSTS 500-700mm INTO GROUND AT A MAXIMUM SPACING OF 3.0m CENTRES. 3.PLACE AND FIX SUPPORT MESH (F52) TO POST. PLACE AND FIX SUPPORT MESH (F52) TO POST. 4.LAY BIDIM GEOFABRIC (SF 2000) AGAINST THE LAY BIDIM GEOFABRIC (SF 2000) AGAINST THE SUPPORT MESH AND FIX BY TIE WIRE, STAPLES OR HOG RINGS. 5.PLACE BIDIM IN TRENCH AND BACKFILL WITH SOIL.PLACE BIDIM IN TRENCH AND BACKFILL WITH SOIL.
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NOTE: POSITION OF SEDIMENT FENCE AS DIRECTED BY POSITION OF SEDIMENT FENCE AS DIRECTED BY SUPERINTENDENT. FENCE TO REMAIN IN PLACE UNTIL EXCAVATION IS BELOW FOOTPATH LEVEL. PROVIDE 2m x2m TURFED AREA ON DOWNSTREAM SIDE OF FENCE AT SURCHARGE OPENINGS.OPENINGS.
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SEDIMENT FENCE
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DRAINAGE AREA 0.6ha MAX. - SLOPE GRADIENT 1:2 MAX.
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SLOPE LENGTH 60m MAX.
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WIRE OR STEEL MESH
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DISTURBED AREA
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DETAIL OF OVERLAP
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DIRECTION OF FLOW
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0.2m
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SURCHARGE OPENING WHERE DIRECTED
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UNDISTURBED AREA
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POSTS DRIVEN 0.6m INTO GROUND
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GEOTEXTILE FILTER FABRIC
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COARSE AGGREGATE 75 NOM. SIZE 150 THICK OVER GEOFABRIC
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200x100 SLEEPERS 200 GAP
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SHAKER GRID
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3.6
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ONTO KERB
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STANDARD OVERLAP
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NOT TO SCALE
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SANDBAG KERB INLET SEDIMENT TRAP
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RUNOFF
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WITH ENDS OVERLAPPED
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THREE LAYERS OF SANDBAGS
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ACT AS SPILLWAY
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GAP BETWEEN BAGS
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2m Min.
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0.9m Min
[B]
[D]
[H][G]
[I]
[J][J]
[R]
[S]
[R]
[Q]
NO APPURTENANT OR
AFFECTING EASEMENTS
NO APPURTENANT OR
AFFECTING EASEMENTSNO APPURTENANT OR
AFFECTING EASEMENTS
CONCRETE RAMP
STOCKPILE
CONCRETERAMP
1
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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71.13
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71.04
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69.72
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69.97
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69.96
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69.71
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69.76
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69.98
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69.97
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69.76
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69.77
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69.97
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69.97
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69.72
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70.53
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70.72
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69.74
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71.52
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69.73
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69.68
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71.88
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71.87
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71.42
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69.84
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72.79
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72.75
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72.76
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73.25
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76.00
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75.99
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76.01
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76.61
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69.76
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69.76
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69.76
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69.78
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69.76
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69.75
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69.75
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70.26
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70.53
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69.77
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69.77
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69.76
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69.76
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69.74
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69.70
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69.75
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71.63
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78.45
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73.26
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72.17
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72.34
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72.16
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73.35
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74.40
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75.70
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77.22
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77.79
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77.22
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75.94
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74.69
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74.32
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74.28
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74.29
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73.58
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72.22
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71.96
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72.18
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72.17
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71.83
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71.95
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71.83
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72.21
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73.35
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71.81
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71.68
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71.60
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71.87
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71.95
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71.83
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71.76
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74.37
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74.23
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74.25
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73.48
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73.45
AutoCAD SHX Text
73.81
AutoCAD SHX Text
74.17
AutoCAD SHX Text
73.80
AutoCAD SHX Text
73.54
AutoCAD SHX Text
71.40
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.38
AutoCAD SHX Text
71.52
AutoCAD SHX Text
71.73
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71.56
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75.05
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74.89
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75.72
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76.81
AutoCAD SHX Text
76.97
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76.97
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75.86
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74.97
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75.07
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72.21
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72.11
AutoCAD SHX Text
72.05
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72.11
AutoCAD SHX Text
72.07
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72.31
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72.26
AutoCAD SHX Text
72.42
AutoCAD SHX Text
72.62
AutoCAD SHX Text
73.52
AutoCAD SHX Text
73.91
AutoCAD SHX Text
73.91
AutoCAD SHX Text
74.41
AutoCAD SHX Text
74.33
AutoCAD SHX Text
74.36
AutoCAD SHX Text
74.28
AutoCAD SHX Text
74.49
AutoCAD SHX Text
75.18
AutoCAD SHX Text
75.16
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75.16
AutoCAD SHX Text
75.20
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75.00
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73.89
AutoCAD SHX Text
73.19
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72.71
AutoCAD SHX Text
72.41
AutoCAD SHX Text
72.41
AutoCAD SHX Text
73.00
AutoCAD SHX Text
73.77
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74.31
AutoCAD SHX Text
74.05
AutoCAD SHX Text
73.67
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73.70
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73.14
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73.08
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72.74
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72.63
AutoCAD SHX Text
74.54
AutoCAD SHX Text
72.69
AutoCAD SHX Text
74.79
AutoCAD SHX Text
74.58
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.60
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74.67
AutoCAD SHX Text
74.81
AutoCAD SHX Text
74.77
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.81
AutoCAD SHX Text
74.83
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.89
AutoCAD SHX Text
74.96
AutoCAD SHX Text
74.97
AutoCAD SHX Text
75.04
AutoCAD SHX Text
75.07
AutoCAD SHX Text
75.05
AutoCAD SHX Text
74.48
AutoCAD SHX Text
74.49
AutoCAD SHX Text
74.30
AutoCAD SHX Text
74.52
AutoCAD SHX Text
72.78
AutoCAD SHX Text
74.72
AutoCAD SHX Text
74.37
AutoCAD SHX Text
74.24
AutoCAD SHX Text
74.43
AutoCAD SHX Text
74.10
AutoCAD SHX Text
76.46
AutoCAD SHX Text
74.53
AutoCAD SHX Text
74.52
AutoCAD SHX Text
72.81
AutoCAD SHX Text
76.38
AutoCAD SHX Text
75.17
AutoCAD SHX Text
75.29
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75.29
AutoCAD SHX Text
75.33
AutoCAD SHX Text
74.94
AutoCAD SHX Text
75.15
AutoCAD SHX Text
72.81
AutoCAD SHX Text
75.17
AutoCAD SHX Text
75.14
AutoCAD SHX Text
75.20
AutoCAD SHX Text
72.13
AutoCAD SHX Text
71.97
AutoCAD SHX Text
71.89
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72.22
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71.83
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72.14
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72.27
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71.68
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STRIP DRAIN
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BRICK
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RETAINING
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WALL
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BRICK
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RETAINING
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RETAINING
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WALL
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WALL
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BRICK
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(UNDER CONSTRUCTION)
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NO SEWER MANHOLE FOUND IN VICINITY
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INVERT R.L.70.74
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TOP
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OF
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BANK
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BOTTOM
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OF
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BANK
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INSIDE
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FACE
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OF
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74.88 F.L.
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74.83 F.L.
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DOOR
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MALL ENTRANCE
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74.86 F.L.
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74.86 F.L.
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74.84 F.L.
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INV. 70.46
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DIA. 225 INV. 70.56
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DIA. 225 INV. 70.54
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DIA. 225 INV. 70.16
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DIA. 100 INV. 70.51
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DIA. 225 INV. 70.11
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74.43
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74.43
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74 57
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PP
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74 55
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HYD
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74 64
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74.75
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74.83
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75 06
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74 89
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74 62
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74 85
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75 08
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74.53
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74.51
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74 54
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74.56
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74 57
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74 71
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74.78
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74 75
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74.86
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74 81
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74 71
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74.93
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74.98
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75.01
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75.03
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75.01
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75.10
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75.02
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74.75
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73 57
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72 79
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72 54
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73.11
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73.46
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73.69
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74 15
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SP
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74 47
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SP
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DMR
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TL
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75 05
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TL
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SV
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75.12
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HYD
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PP
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SP
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SP
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74 99
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SP
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74 93
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PP
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74.64
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75.19
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75 27
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75.30
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75 15
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74 68
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74 43
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74 98
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74 83
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74 67
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72 86
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75 29
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SMH
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75 13
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75 04
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75.04
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75 00
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74 93
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73 74
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73 82
AutoCAD SHX Text
74.89
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74 93
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74 97
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75.04
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74 04
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74 14
AutoCAD SHX Text
75.05
AutoCAD SHX Text
75.07
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75 09
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75.11
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74 15
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74.34
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74 27
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74.18
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74 07
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WM
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73 97
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73 87
AutoCAD SHX Text
73 51
AutoCAD SHX Text
73 49
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73.44
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73 44
AutoCAD SHX Text
73 22
AutoCAD SHX Text
73.20
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74 20
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77 93
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72 11
AutoCAD SHX Text
71.63
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71.60
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71 46
AutoCAD SHX Text
71 42
AutoCAD SHX Text
PP
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71 94
AutoCAD SHX Text
SMH
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SMH
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71 94
AutoCAD SHX Text
74 49
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73 11
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71 77
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71 83
AutoCAD SHX Text
GAS
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PP
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SP
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SP
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73 09
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71.83
AutoCAD SHX Text
72.17
AutoCAD SHX Text
72.16
AutoCAD SHX Text
71.79
AutoCAD SHX Text
73.34
AutoCAD SHX Text
73.47
AutoCAD SHX Text
73 97
AutoCAD SHX Text
73 92
AutoCAD SHX Text
73.80
AutoCAD SHX Text
TL
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SP
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TL
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71 53
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71.90
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71 49
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71 46
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71.97
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72 00
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72 25
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72 11
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FLOOR LEVEL
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RL74.85
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FLOOR LEVEL
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RL72.72
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TOP PIT 74.27
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INV PIT 72.84
AutoCAD SHX Text
TOP PIT 74.88
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INV PIT 73.74
AutoCAD SHX Text
TOP PIT 71.48
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INV PIT 70.28
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BITUMEN
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CARPARK
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TOP OF 0.16 HIGH CONCRETE KERB
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L
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PLANTER BOXES
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PLANTER BOXES
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SEAT
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VC
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STAFF ENTRY)
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(WOOLWORTHS
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TOP PIT 71.83
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INV PIT 73.2
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INV PIT 72.29
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TOP PIT 73.49
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L
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METAL FENCE
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GRATED DRAIN
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GRATED DRAIN
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PIT
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JOIN LINE
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JOIN LINE
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RUTLEDGE STREET
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TRELAWNEY STREET
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JOIN LINE
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P72.16
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P71.71
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EX71.63
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EX72.11
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225 RCP
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375 RCP
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375 RCP
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375 RCP
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375 RCP
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375 RCP
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375 RCP
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375 RCP
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450 RCP
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450 RCP
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0
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2
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4
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6
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8
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16m
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1:200 A1 1:400 A3
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Approved
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Scale @ A1
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Revision Description
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A1
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3
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140
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150
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5
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 19/07/2016 5:36:35 PM BY : WILFREDO CABALLERO19/07/2016 5:36:35 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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C
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C2-00
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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GENERAL ARRANGEMENT PLAN
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SHEET 1 OF 3
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YUHU GROUP
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17/05/16
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1:200
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CB
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DW
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B
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PRE DA COORDINATION
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JMT
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CV
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06/07/16
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C
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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PIT E0500500 = COUNCIL PIT NUMBER
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IL 66.73 (C) = LEVEL FROM COUNCIL RECORDS
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LEGEND
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SL 68.04 (S) = LEVEL FROM SURVEY
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OVERLAND FLOW DIRECTION
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PIPE FLOW DIRECTION
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IL 66.76 (P) = PROPOSED LEVEL
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IL 66.83 (S) = LEVEL FROM SURVEY
[C]
[A]
[B]
[D]
[H][G]
[I]
[J][J]
[R]
[S]
[R]
[Q]
NO APPURTENANT OR
AFFECTING EASEMENTS
[LEA
SES F
OR
OPT
US A
ND
VO
DA
FO
NE
UNDERCOVERCAR
SPACES
UNDERCOVERCAR
SPACES
BITUMEN
PARKING
CONCRETE RAMP
CO
NC
RETE
RA
MP
CONCRETEPAD
CONCRETEPAD
CONCRETEPAD
CONCRETEPAD
STOCKPILE
7.39 m
2
68
.7
00
24.06 m
2
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
AutoCAD SHX Text
68.94
AutoCAD SHX Text
68.81
AutoCAD SHX Text
69.52
AutoCAD SHX Text
69.16
AutoCAD SHX Text
69.56
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70.87
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69.19
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69.16
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69.22
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69.25
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69.21
AutoCAD SHX Text
69.21
AutoCAD SHX Text
69.39
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69.57
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69.57
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69.54
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69.38
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69.41
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69.20
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69.32
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69.43
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69.32
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69.16
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69.12
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69.26
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69.11
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69.20
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69.23
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70.21
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67.33
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67.85
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67.76
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67.94
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68.05
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67.49
AutoCAD SHX Text
67.75
AutoCAD SHX Text
67.94
AutoCAD SHX Text
67.98
AutoCAD SHX Text
68.03
AutoCAD SHX Text
68.11
AutoCAD SHX Text
68.13
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.20
AutoCAD SHX Text
68.13
AutoCAD SHX Text
68.23
AutoCAD SHX Text
68.32
AutoCAD SHX Text
68.40
AutoCAD SHX Text
68.43
AutoCAD SHX Text
68.57
AutoCAD SHX Text
68.65
AutoCAD SHX Text
68.66
AutoCAD SHX Text
68.69
AutoCAD SHX Text
68.56
AutoCAD SHX Text
68.76
AutoCAD SHX Text
68.87
AutoCAD SHX Text
68.96
AutoCAD SHX Text
68.82
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68.59
AutoCAD SHX Text
68.48
AutoCAD SHX Text
68.41
AutoCAD SHX Text
68.36
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68.35
AutoCAD SHX Text
68.32
AutoCAD SHX Text
68.33
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68.33
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68.15
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67.91
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67.93
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67.99
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67.77
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67.53
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67.55
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67.61
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67.50
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67.81
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67.68
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67.95
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68.25
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68.29
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68.21
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68.39
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68.34
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68.08
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67.52
AutoCAD SHX Text
67.99
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67.96
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68.32
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68.31
AutoCAD SHX Text
68.11
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68.04
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68.06
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68.09
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68.06
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67.96
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68.02
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67.93
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67.55
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67.53
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67.60
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67.82
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67.88
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67.78
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67.86
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67.96
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68.05
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68.04
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68.05
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68.03
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68.04
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68.10
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68.09
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67.98
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67.95
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67.88
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67.63
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68.05
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67.97
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68.33
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68.26
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68.22
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68.23
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68.27
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68.55
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68.60
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68.60
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68.61
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68.80
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68.77
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68.68
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68.68
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68.77
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68.62
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68.60
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68.55
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68.50
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68.46
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68.63
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68.64
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68.55
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68.80
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68.82
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68.87
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69.04
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69.04
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69.07
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69.19
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69.06
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68.41
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68.40
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68.48
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68.42
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68.38
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68.33
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68.33
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68.35
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68.39
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68.50
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68.53
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68.52
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68.43
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68.29
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68.27
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68.07
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67.95
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67.95
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67.99
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67.95
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67.82
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67.79
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67.70
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67.70
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67.78
AutoCAD SHX Text
68.34
AutoCAD SHX Text
68.53
AutoCAD SHX Text
68.69
AutoCAD SHX Text
68.80
AutoCAD SHX Text
68.92
AutoCAD SHX Text
68.92
AutoCAD SHX Text
68.99
AutoCAD SHX Text
69.05
AutoCAD SHX Text
68.68
AutoCAD SHX Text
68.61
AutoCAD SHX Text
68.61
AutoCAD SHX Text
68.56
AutoCAD SHX Text
68.50
AutoCAD SHX Text
68.55
AutoCAD SHX Text
68.54
AutoCAD SHX Text
68.13
AutoCAD SHX Text
68.14
AutoCAD SHX Text
67.97
AutoCAD SHX Text
67.78
AutoCAD SHX Text
67.97
AutoCAD SHX Text
70.65
AutoCAD SHX Text
69.15
AutoCAD SHX Text
69.23
AutoCAD SHX Text
69.31
AutoCAD SHX Text
70.44
AutoCAD SHX Text
70.62
AutoCAD SHX Text
70.87
AutoCAD SHX Text
71.30
AutoCAD SHX Text
71.13
AutoCAD SHX Text
71.04
AutoCAD SHX Text
69.20
AutoCAD SHX Text
69.03
AutoCAD SHX Text
69.93
AutoCAD SHX Text
69.04
AutoCAD SHX Text
68.81
AutoCAD SHX Text
68.99
AutoCAD SHX Text
70.47
AutoCAD SHX Text
69.97
AutoCAD SHX Text
69.98
AutoCAD SHX Text
69.02
AutoCAD SHX Text
69.69
AutoCAD SHX Text
69.72
AutoCAD SHX Text
70.82
AutoCAD SHX Text
69.72
AutoCAD SHX Text
69.97
AutoCAD SHX Text
69.96
AutoCAD SHX Text
69.71
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.98
AutoCAD SHX Text
69.97
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.97
AutoCAD SHX Text
69.97
AutoCAD SHX Text
69.72
AutoCAD SHX Text
69.74
AutoCAD SHX Text
69.72
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.95
AutoCAD SHX Text
69.96
AutoCAD SHX Text
69.22
AutoCAD SHX Text
69.95
AutoCAD SHX Text
69.97
AutoCAD SHX Text
70.25
AutoCAD SHX Text
70.26
AutoCAD SHX Text
70.53
AutoCAD SHX Text
70.72
AutoCAD SHX Text
69.74
AutoCAD SHX Text
69.72
AutoCAD SHX Text
69.38
AutoCAD SHX Text
68.97
AutoCAD SHX Text
68.98
AutoCAD SHX Text
69.04
AutoCAD SHX Text
68.86
AutoCAD SHX Text
68.85
AutoCAD SHX Text
71.52
AutoCAD SHX Text
69.73
AutoCAD SHX Text
69.68
AutoCAD SHX Text
72.79
AutoCAD SHX Text
72.75
AutoCAD SHX Text
76.00
AutoCAD SHX Text
75.99
AutoCAD SHX Text
76.01
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.75
AutoCAD SHX Text
69.75
AutoCAD SHX Text
70.26
AutoCAD SHX Text
70.40
AutoCAD SHX Text
70.53
AutoCAD SHX Text
70.51
AutoCAD SHX Text
70.47
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.77
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.76
AutoCAD SHX Text
69.74
AutoCAD SHX Text
69.70
AutoCAD SHX Text
69.75
AutoCAD SHX Text
71.63
AutoCAD SHX Text
70.04
AutoCAD SHX Text
68.85
AutoCAD SHX Text
68.88
AutoCAD SHX Text
68.64
AutoCAD SHX Text
68.63
AutoCAD SHX Text
78.53
AutoCAD SHX Text
73.06
AutoCAD SHX Text
73.28
AutoCAD SHX Text
71.71
AutoCAD SHX Text
70.24
AutoCAD SHX Text
70.31
AutoCAD SHX Text
78.45
AutoCAD SHX Text
70.45
AutoCAD SHX Text
70.42
AutoCAD SHX Text
70.37
AutoCAD SHX Text
70.24
AutoCAD SHX Text
70.00
AutoCAD SHX Text
73.26
AutoCAD SHX Text
72.17
AutoCAD SHX Text
72.34
AutoCAD SHX Text
72.16
AutoCAD SHX Text
73.35
AutoCAD SHX Text
74.40
AutoCAD SHX Text
75.70
AutoCAD SHX Text
77.22
AutoCAD SHX Text
77.79
AutoCAD SHX Text
77.91
AutoCAD SHX Text
77.85
AutoCAD SHX Text
77.22
AutoCAD SHX Text
75.94
AutoCAD SHX Text
74.69
AutoCAD SHX Text
74.32
AutoCAD SHX Text
74.28
AutoCAD SHX Text
74.29
AutoCAD SHX Text
73.58
AutoCAD SHX Text
72.22
AutoCAD SHX Text
71.96
AutoCAD SHX Text
72.18
AutoCAD SHX Text
72.17
AutoCAD SHX Text
71.83
AutoCAD SHX Text
71.95
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.21
AutoCAD SHX Text
73.35
AutoCAD SHX Text
71.81
AutoCAD SHX Text
71.68
AutoCAD SHX Text
71.60
AutoCAD SHX Text
71.87
AutoCAD SHX Text
71.95
AutoCAD SHX Text
71.83
AutoCAD SHX Text
71.76
AutoCAD SHX Text
73.15
AutoCAD SHX Text
74.37
AutoCAD SHX Text
74.23
AutoCAD SHX Text
74.25
AutoCAD SHX Text
73.48
AutoCAD SHX Text
73.45
AutoCAD SHX Text
72.62
AutoCAD SHX Text
71.83
AutoCAD SHX Text
71.40
AutoCAD SHX Text
71.28
AutoCAD SHX Text
71.01
AutoCAD SHX Text
70.92
AutoCAD SHX Text
70.96
AutoCAD SHX Text
71.32
AutoCAD SHX Text
71.91
AutoCAD SHX Text
73.81
AutoCAD SHX Text
74.17
AutoCAD SHX Text
73.80
AutoCAD SHX Text
73.54
AutoCAD SHX Text
72.59
AutoCAD SHX Text
71.66
AutoCAD SHX Text
71.35
AutoCAD SHX Text
70.92
AutoCAD SHX Text
70.66
AutoCAD SHX Text
70.70
AutoCAD SHX Text
70.59
AutoCAD SHX Text
71.19
AutoCAD SHX Text
72.41
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.18
AutoCAD SHX Text
69.17
AutoCAD SHX Text
68.96
AutoCAD SHX Text
68.96
AutoCAD SHX Text
70.45
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.63
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.63
AutoCAD SHX Text
70.64
AutoCAD SHX Text
69.30
AutoCAD SHX Text
70.64
AutoCAD SHX Text
70.62
AutoCAD SHX Text
70.65
AutoCAD SHX Text
70.71
AutoCAD SHX Text
70.78
AutoCAD SHX Text
70.57
AutoCAD SHX Text
70.40
AutoCAD SHX Text
70.33
AutoCAD SHX Text
70.19
AutoCAD SHX Text
69.15
AutoCAD SHX Text
69.11
AutoCAD SHX Text
70.22
AutoCAD SHX Text
70.14
AutoCAD SHX Text
70.11
AutoCAD SHX Text
70.12
AutoCAD SHX Text
70.35
AutoCAD SHX Text
70.52
AutoCAD SHX Text
70.83
AutoCAD SHX Text
70.72
AutoCAD SHX Text
70.99
AutoCAD SHX Text
71.22
AutoCAD SHX Text
71.40
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.38
AutoCAD SHX Text
71.52
AutoCAD SHX Text
71.73
AutoCAD SHX Text
71.56
AutoCAD SHX Text
71.42
AutoCAD SHX Text
71.07
AutoCAD SHX Text
71.34
AutoCAD SHX Text
70.96
AutoCAD SHX Text
70.91
AutoCAD SHX Text
70.98
AutoCAD SHX Text
70.76
AutoCAD SHX Text
70.84
AutoCAD SHX Text
75.05
AutoCAD SHX Text
74.89
AutoCAD SHX Text
75.72
AutoCAD SHX Text
76.81
AutoCAD SHX Text
76.97
AutoCAD SHX Text
76.97
AutoCAD SHX Text
75.86
AutoCAD SHX Text
74.97
AutoCAD SHX Text
75.07
AutoCAD SHX Text
72.21
AutoCAD SHX Text
72.11
AutoCAD SHX Text
72.05
AutoCAD SHX Text
72.11
AutoCAD SHX Text
72.07
AutoCAD SHX Text
72.31
AutoCAD SHX Text
72.26
AutoCAD SHX Text
72.42
AutoCAD SHX Text
72.41
AutoCAD SHX Text
72.41
AutoCAD SHX Text
72.63
AutoCAD SHX Text
71.22
AutoCAD SHX Text
69.55
AutoCAD SHX Text
69.78
AutoCAD SHX Text
69.98
AutoCAD SHX Text
69.96
AutoCAD SHX Text
69.49
AutoCAD SHX Text
69.30
AutoCAD SHX Text
69.17
AutoCAD SHX Text
69.18
AutoCAD SHX Text
69.07
AutoCAD SHX Text
69.00
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.25
AutoCAD SHX Text
67.82
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.41
AutoCAD SHX Text
68.59
AutoCAD SHX Text
68.70
AutoCAD SHX Text
68.72
AutoCAD SHX Text
68.76
AutoCAD SHX Text
68.82
AutoCAD SHX Text
69.02
AutoCAD SHX Text
69.05
AutoCAD SHX Text
68.94
AutoCAD SHX Text
68.92
AutoCAD SHX Text
68.82
AutoCAD SHX Text
68.83
AutoCAD SHX Text
68.71
AutoCAD SHX Text
68.57
AutoCAD SHX Text
68.26
AutoCAD SHX Text
68.07
AutoCAD SHX Text
68.12
AutoCAD SHX Text
68.17
AutoCAD SHX Text
68.20
AutoCAD SHX Text
71.31
AutoCAD SHX Text
69.29
AutoCAD SHX Text
69.26
AutoCAD SHX Text
69.35
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.31
AutoCAD SHX Text
69.67
AutoCAD SHX Text
68.45
AutoCAD SHX Text
68.34
AutoCAD SHX Text
68.27
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.21
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.19
AutoCAD SHX Text
68.01
AutoCAD SHX Text
67.79
AutoCAD SHX Text
67.63
AutoCAD SHX Text
67.99
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.09
AutoCAD SHX Text
68.26
AutoCAD SHX Text
68.29
AutoCAD SHX Text
68.51
AutoCAD SHX Text
68.43
AutoCAD SHX Text
68.55
AutoCAD SHX Text
68.62
AutoCAD SHX Text
68.73
AutoCAD SHX Text
67.18
AutoCAD SHX Text
68.53
AutoCAD SHX Text
68.63
AutoCAD SHX Text
68.61
AutoCAD SHX Text
68.64
AutoCAD SHX Text
68.46
AutoCAD SHX Text
67.98
AutoCAD SHX Text
68.03
AutoCAD SHX Text
67.93
AutoCAD SHX Text
67.69
AutoCAD SHX Text
68.21
AutoCAD SHX Text
68.27
AutoCAD SHX Text
68.22
AutoCAD SHX Text
68.18
AutoCAD SHX Text
68.11
AutoCAD SHX Text
72.13
AutoCAD SHX Text
71.97
AutoCAD SHX Text
71.89
AutoCAD SHX Text
72.22
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.14
AutoCAD SHX Text
72.27
AutoCAD SHX Text
71.68
AutoCAD SHX Text
70.43
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
KERB
AutoCAD SHX Text
&
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
&
AutoCAD SHX Text
KERB
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
BIN
AutoCAD SHX Text
LANE
AutoCAD SHX Text
MARKING
AutoCAD SHX Text
MARKING
AutoCAD SHX Text
LANE
AutoCAD SHX Text
CENTRELINE
AutoCAD SHX Text
OF
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
STRIP
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
SEAT
AutoCAD SHX Text
STRIP DRAIN
AutoCAD SHX Text
STRIP DRAIN
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
WALL
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
BRICK
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
WALL
AutoCAD SHX Text
PEDESTRIAN CROSSING
AutoCAD SHX Text
F.L. 69.74
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
STORMWATER PIT INV. R.L.69.25
AutoCAD SHX Text
STORMWATER PIT
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.18 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.21 F.L.
AutoCAD SHX Text
69.10 F.L.
AutoCAD SHX Text
69.09 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.10 F.L.
AutoCAD SHX Text
68.67 F.L.
AutoCAD SHX Text
68.65 F.L.
AutoCAD SHX Text
68.66 F.L.
AutoCAD SHX Text
68.86 F.L.
AutoCAD SHX Text
68.79 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
69.59 F.L.
AutoCAD SHX Text
(UNDER CONSTRUCTION)
AutoCAD SHX Text
(UNDER CONSTRUCTION)
AutoCAD SHX Text
NO SEWER MANHOLE FOUND IN VICINITY
AutoCAD SHX Text
INVERT R.L.70.74
AutoCAD SHX Text
OF
AutoCAD SHX Text
BANK
AutoCAD SHX Text
OF
AutoCAD SHX Text
BANK
AutoCAD SHX Text
INV. 67.67
AutoCAD SHX Text
INV. 70.46
AutoCAD SHX Text
69.51 F.L.
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
DIA. 150 INV.66.07
AutoCAD SHX Text
DIA. 225 INV. 65.96
AutoCAD SHX Text
DIA. 225 INV. 65.99
AutoCAD SHX Text
DIA. 225 INV. 65.82
AutoCAD SHX Text
DIA. 225 INV. 70.56
AutoCAD SHX Text
DIA. 225 INV. 70.54
AutoCAD SHX Text
DIA. 225 INV. 70.16
AutoCAD SHX Text
DIA. 100 INV. 70.51
AutoCAD SHX Text
DIA. 225 INV. 70.11
AutoCAD SHX Text
DIA. 225 INV. 67.59
AutoCAD SHX Text
DIA. 225 INV. 67.62
AutoCAD SHX Text
DIA. 225 INV. 67.67
AutoCAD SHX Text
DIA. 225 INV. 67.42
AutoCAD SHX Text
DIA. 225 INV. 67.47
AutoCAD SHX Text
DIA. 150 INV. 67.46
AutoCAD SHX Text
72 54
AutoCAD SHX Text
68 54
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 36
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 56
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 43
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 64
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 79
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 55
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 44
AutoCAD SHX Text
68 33
AutoCAD SHX Text
68 31
AutoCAD SHX Text
68 14
AutoCAD SHX Text
68 32
AutoCAD SHX Text
68 25
AutoCAD SHX Text
68 19
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68 23
AutoCAD SHX Text
HYD
AutoCAD SHX Text
68.22
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 09
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 06
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 15
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 08
AutoCAD SHX Text
TEL
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 12
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 14
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 02
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 18
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 07
AutoCAD SHX Text
67 98
AutoCAD SHX Text
84 77
AutoCAD SHX Text
72 07
AutoCAD SHX Text
77 93
AutoCAD SHX Text
70 24
AutoCAD SHX Text
76 97
AutoCAD SHX Text
69.82
AutoCAD SHX Text
69.63
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 40
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 10
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 12
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 15
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69.27
AutoCAD SHX Text
S
AutoCAD SHX Text
69 02
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 99
AutoCAD SHX Text
SP
AutoCAD SHX Text
69 05
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 18
AutoCAD SHX Text
TEL
AutoCAD SHX Text
69 06
AutoCAD SHX Text
TEL
AutoCAD SHX Text
GAS
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 87
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
68 82
AutoCAD SHX Text
GAS
AutoCAD SHX Text
69 39
AutoCAD SHX Text
69 14
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 11
AutoCAD SHX Text
68 73
AutoCAD SHX Text
68 46
AutoCAD SHX Text
70.02
AutoCAD SHX Text
69 56
AutoCAD SHX Text
69.37
AutoCAD SHX Text
69.32
AutoCAD SHX Text
69.22
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 00
AutoCAD SHX Text
69.56
AutoCAD SHX Text
69 38
AutoCAD SHX Text
69 20
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 17
AutoCAD SHX Text
69 02
AutoCAD SHX Text
68 79
AutoCAD SHX Text
69 19
AutoCAD SHX Text
69 15
AutoCAD SHX Text
SMH
AutoCAD SHX Text
69 12
AutoCAD SHX Text
69 06
AutoCAD SHX Text
68 42
AutoCAD SHX Text
69 32
AutoCAD SHX Text
S
AutoCAD SHX Text
68 54
AutoCAD SHX Text
SP
AutoCAD SHX Text
68 54
AutoCAD SHX Text
68 46
AutoCAD SHX Text
68 58
AutoCAD SHX Text
PIT
AutoCAD SHX Text
TEL
AutoCAD SHX Text
68 77
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 74
AutoCAD SHX Text
TEL
AutoCAD SHX Text
ELP
AutoCAD SHX Text
68 61
AutoCAD SHX Text
GAS
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
68 27
AutoCAD SHX Text
68 26
AutoCAD SHX Text
68 24
AutoCAD SHX Text
PIT
AutoCAD SHX Text
GAS
AutoCAD SHX Text
67 99
AutoCAD SHX Text
ELP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
67.93
AutoCAD SHX Text
SP
AutoCAD SHX Text
67 95
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
72 11
AutoCAD SHX Text
71.63
AutoCAD SHX Text
71.60
AutoCAD SHX Text
71 46
AutoCAD SHX Text
71 20
AutoCAD SHX Text
70 77
AutoCAD SHX Text
70.55
AutoCAD SHX Text
70.24
AutoCAD SHX Text
PP
AutoCAD SHX Text
70 17
AutoCAD SHX Text
70.46
AutoCAD SHX Text
70 79
AutoCAD SHX Text
71 13
AutoCAD SHX Text
SP
AutoCAD SHX Text
70 86
AutoCAD SHX Text
69 57
AutoCAD SHX Text
71 35
AutoCAD SHX Text
71 42
AutoCAD SHX Text
PP
AutoCAD SHX Text
71 94
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 30
AutoCAD SHX Text
SMH
AutoCAD SHX Text
71 94
AutoCAD SHX Text
70 48
AutoCAD SHX Text
71 77
AutoCAD SHX Text
70 15
AutoCAD SHX Text
71 83
AutoCAD SHX Text
GAS
AutoCAD SHX Text
PP
AutoCAD SHX Text
SP
AutoCAD SHX Text
SP
AutoCAD SHX Text
71.83
AutoCAD SHX Text
72.17
AutoCAD SHX Text
72.16
AutoCAD SHX Text
71.79
AutoCAD SHX Text
73.34
AutoCAD SHX Text
73.47
AutoCAD SHX Text
73 97
AutoCAD SHX Text
73 92
AutoCAD SHX Text
73.80
AutoCAD SHX Text
TL
AutoCAD SHX Text
SP
AutoCAD SHX Text
TL
AutoCAD SHX Text
TL
AutoCAD SHX Text
70 69
AutoCAD SHX Text
70 14
AutoCAD SHX Text
71 53
AutoCAD SHX Text
71.90
AutoCAD SHX Text
71 49
AutoCAD SHX Text
71 46
AutoCAD SHX Text
71.97
AutoCAD SHX Text
72 00
AutoCAD SHX Text
72 25
AutoCAD SHX Text
72 11
AutoCAD SHX Text
TOP PIT 68.38
AutoCAD SHX Text
TOP PIT 68.49
AutoCAD SHX Text
TOP PIT 68.27
AutoCAD SHX Text
TOP PIT 71.48
AutoCAD SHX Text
INV PIT 70.28
AutoCAD SHX Text
TOP PIT 70.44
AutoCAD SHX Text
INV PIT 69.09
AutoCAD SHX Text
TOP PIT 69.88
AutoCAD SHX Text
INV PIT 68.45
AutoCAD SHX Text
TOP PIT 69.25
AutoCAD SHX Text
INV PIT 67.30
AutoCAD SHX Text
TOP PIT 68.87
AutoCAD SHX Text
INV PIT 68.27
AutoCAD SHX Text
WM
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
PHONE
AutoCAD SHX Text
BOX
AutoCAD SHX Text
69 57
AutoCAD SHX Text
70 86
AutoCAD SHX Text
69 57
AutoCAD SHX Text
BRICK RETAINING WALL
AutoCAD SHX Text
GRATED DRAIN
AutoCAD SHX Text
SMH
AutoCAD SHX Text
JOIN LINE
AutoCAD SHX Text
JOIN LINE
AutoCAD SHX Text
ROWE STREET
AutoCAD SHX Text
ROWE STREET MALL
AutoCAD SHX Text
TRELAWNEY STREET
AutoCAD SHX Text
JOIN LINE
AutoCAD SHX Text
ROWE STREET
AutoCAD SHX Text
RAINWATER TANK
AutoCAD SHX Text
P68.88
AutoCAD SHX Text
P68.76
AutoCAD SHX Text
P68.55
AutoCAD SHX Text
P68.56
AutoCAD SHX Text
EX69.05
AutoCAD SHX Text
P69.04
AutoCAD SHX Text
P68.76
AutoCAD SHX Text
P72.16
AutoCAD SHX Text
P71.71
AutoCAD SHX Text
A
AutoCAD SHX Text
1
AutoCAD SHX Text
B
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
B
AutoCAD SHX Text
2
AutoCAD SHX Text
EX71.63
AutoCAD SHX Text
EX72.11
AutoCAD SHX Text
FLOOR RL 71.10
AutoCAD SHX Text
FLOOR RL 63.20
AutoCAD SHX Text
375 RCP
AutoCAD SHX Text
450 RCP
AutoCAD SHX Text
225 RCP
AutoCAD SHX Text
225 RCP
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450 RCP
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375 RCP
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600 RCP
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450 RCP
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450 RCP
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300 RCP
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450 RCP
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600 RCP
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450 RCP
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0
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 19/07/2016 5:36:45 PM BY : WILFREDO CABALLERO19/07/2016 5:36:45 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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C
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C2-01
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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GENERAL ARRANGEMENT PLAN
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SHEET 2 OF 3
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YUHU GROUP
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17/05/16
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1:200
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CB
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DW
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B
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PRE DA COORDINATION
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JMT
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CV
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06/07/16
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C
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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PIT E0500500 = COUNCIL PIT NUMBER
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IL 66.73 (C) = LEVEL FROM COUNCIL RECORDS
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LEGEND
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SL 68.04 (S) = LEVEL FROM SURVEY
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OVERLAND FLOW DIRECTION
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PIPE FLOW DIRECTION
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IL 66.76 (P) = PROPOSED LEVEL
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IL 66.83 (S) = LEVEL FROM SURVEY
CO
NC
RETE
RA
MP
META
LSTA
IRS
CONCRETEFOOTPATH
A A
1
1.0
3 m
2
68.125
69.375
70.500
71.200
67.500
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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68.82
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68.93
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68.98
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69.28
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68.56
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68.58
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68.65
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68.57
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69.99
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68.62
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68.64
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68.67
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69.19
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69.20
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69.20
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69.24
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69.25
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69.25
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69.36
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69.42
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69.43
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72.27
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76.31
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76.59
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76.61
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76.58
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83.30
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83.31
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71.00
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71.14
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71.15
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72.51
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73.12
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70.73
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70.78
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71.83
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71.81
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71.84
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72.02
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72.40
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72.30
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72.25
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71.81
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70.79
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70.86
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71.25
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71.65
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72.11
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72.57
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72.78
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71.44
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71.02
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70.83
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70.69
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71.10
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71.73
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70.53
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70.39
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70.37
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70.30
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70.26
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70.19
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70.86
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71.48
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71.64
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72.06
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72.03
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71.97
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71.90
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71.73
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71.94
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72.04
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72.29
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72.49
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72.72
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72.73
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73.65
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72.90
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72.77
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73.81
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74.00
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75.57
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75.38
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76.68
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76.86
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76.80
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76.76
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76.76
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76.78
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76.66
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76.68
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76.66
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76.81
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76.48
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74.94
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75.11
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74.95
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73.20
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73.44
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73.34
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73.21
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73.13
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70.99
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72.21
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72.90
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74.54
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77.82
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75.75
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72.97
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72.83
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71.25
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71.39
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70.92
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70.77
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70.69
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70.53
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70.40
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70.39
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70.39
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70.15
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70.38
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69.95
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70.36
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70.14
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69.64
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70.37
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70.36
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70.35
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70.29
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69.97
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69.75
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69.64
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69.55
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69.48
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70.05
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70.08
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70.07
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68.56
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70.03
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72.36
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72.35
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69.93
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70.53
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71.00
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71.34
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70.77
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70.37
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70.35
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70.16
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70.08
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69.96
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69.66
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70.33
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70.35
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71.58
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69.54
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68.90
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70.43
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70.43
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70.42
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69.83
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69.83
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69.84
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70.15
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70.12
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70.15
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70.23
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70.20
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70.16
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70.09
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70.08
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70.10
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69.90
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69.93
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69.88
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72.63
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72.55
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72.78
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71.38
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70.41
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69.50
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69.81
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69.80
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71.66
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78.12
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69.78
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69.77
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69.83
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69.84
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69.73
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69.78
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72.52
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72.65
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70.21
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70.22
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73.08
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70.27
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69.85
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69.83
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69.80
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69.92
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73.58
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72.26
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75.93
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75.92
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74.85
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75.19
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75.23
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75.22
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75.17
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74.50
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74.73
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74.11
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74.93
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74.91
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74.66
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74.95
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75.52
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75.73
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74.55
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72.81
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75.27
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75.17
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75.13
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75.21
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75.35
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75.32
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75.29
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75.29
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72.77
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72.81
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75.36
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75.28
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75.27
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75.24
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75.24
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75.20
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74.50
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75.10
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75.25
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75.26
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75.31
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75.20
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75.23
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75.26
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75.28
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75.23
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75.24
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CONCRETE
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KERB
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KERB
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CONCRETE
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CONCRETE
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KERB
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CONCRETE
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KERB
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CONCRETE COLUMN
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CONCRETE COLUMN
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CONCRETE COLUMN
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CONCRETE COLUMN
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CONCRETE COLUMN
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CONCRETE COLUMN
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CONCRETE COLUMN
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CONCRETE
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WALL
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W/C
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STRIP
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DRAIN
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STAIRS
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68.81 F.L.
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STRIP
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DRAIN
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KERB
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CONCRETE
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BRICK SUBSTATION
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VEHICLE CROSSING
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68.65 F.L.
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MALL ENTANCE
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DOOR
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DOOR
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DOOR
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68.71 F.L.
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68.58 F.L.
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68.71 F.L.
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68.55 F.L.
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68.55 F.L.
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68.60 F.L.
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68.66 F.L.
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68.54 F.L.
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DOOR
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DOOR
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DOOR
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DOOR
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DOOR
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DOOR
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DOOR
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68.75 F.L.
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68.84 F.L.
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DOOR
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OF
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WALL
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69.56 F.L.
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69.86 F.L.
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DOOR
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DOOR
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DOOR
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DOOR
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DOOR
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DOOR
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74.22 F.L.
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74.21 F.L.
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74.38 F.L.
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DIA. 225 INV. 69.01
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DIA. 225 INV. 68.93
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DIA. 225 INV. 66.53
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DIA. 225 INV. 66.51
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DIA. 225 INV. 66.46
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DIA. 150 INV. 66.68
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DIA. 225 INV. 66.82
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DIA. 225 INV. 66.77
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DIA. 225 INV. 66.77
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74 12
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74 01
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73 94
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73 90
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73 11
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71 75
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70 01
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69 89
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69 71
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70 24
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71 63
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72 05
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73 12
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73.37
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73.43
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73 62
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73 70
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73.84
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73.85
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73 87
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74 10
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74 27
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74 18
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PP
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74 09
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SP
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73 95
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SP
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73 91
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HYD
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SV
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SV
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73 97
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GAS
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SP
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PP
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73 45
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SV
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73 32
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SV
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73.45
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HYD
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72 28
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SMH
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71 96
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PP
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71 08
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PP
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PP
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74.21
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74 09
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74.08
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74 07
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74.19
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74 06
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GAS
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73 88
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73 58
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74 40
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74 39
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SP
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74.43
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74 62
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74 35
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74 39
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SP
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74 21
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74.03
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74 00
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74 16
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SP
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74 45
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74 05
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SMH
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BOL
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69 64
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69 58
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69.51
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69.46
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69.42
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69.37
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69 34
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69.05
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68.75
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68 37
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PP
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69 85
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HYD
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69 72
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SP
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GAS
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69.65
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TEL
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69 53
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TEL
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TEL
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SP
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69 38
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SMH
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69 36
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S
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69 22
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TEL
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GAS
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69.26
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ELEC
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69 16
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69 06
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TEL
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69 10
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ELP
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BOL
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69 41
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SP
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69 35
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68 98
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69 23
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68 75
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69 23
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68 71
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68.79
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PP
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68 89
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TEL
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68 75
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SV
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GAS
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BOL
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BOL
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BOL
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BOL
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BOL
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68.82
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SMH
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68 93
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SMH
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SMH
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69 26
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SMH
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SP
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SV
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SV
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68 85
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SV
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SV
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68.67
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SP
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68.53
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SP
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68 38
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SP
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68 33
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ELP
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68 14
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SV
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SV
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68 36
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SV
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HYD
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68 48
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PIT
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68 54
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68 13
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68 10
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TEL
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68.02
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68 07
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68 09
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ELP
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68 08
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ELP
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68 05
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ELP
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68 42
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ELP
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68 40
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ELP
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68 41
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ELP
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68 34
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HYD
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68 40
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ELEC
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68 53
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TEL
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68.66
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68 17
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69 40
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69 12
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69 55
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68 76
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SV
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68 80
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SV
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71 79
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70.73
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GAS
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72.24
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73 25
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72.57
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72 73
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72 78
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72 58
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73 16
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72 39
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72 58
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72.67
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73.04
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73.09
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68 56
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GAS
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68 43
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PIT
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68 46
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TEL
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68 52
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TEL
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68 49
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TEL
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68 33
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ELP
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68 53
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ELEC
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68 29
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ELP
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68 35
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GAS
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68 54
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TEL
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68 16
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TEL
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68 11
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TEL
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68 17
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TEL
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68 06
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ELP
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68 17
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TEL
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68 08
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ELP
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TEL
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68 17
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ELEC
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GAS
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68.22
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TEL
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68 08
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ELP
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68 09
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SP
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68 07
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68 07
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68.57
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68.55
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76 97
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77.30
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TOP PIT 68.34
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INV PIT ????
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ELEC
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ELEC
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BOL
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FLOOR LEVEL
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RL74.17
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FLOOR LEVEL
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RL74.17
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FLOOR LEVEL
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RL74.37
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TOP PIT 70.31
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INV PIT 69.29
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TOP PIT 73.24
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INV PIT 71.69
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TOP PIT 73.70
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INV PIT 71.87
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TOP PIT 73.74
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INV PIT 71.99
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TOP PIT 74.27
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INV PIT 72.84
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68 66
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PIT
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68 66
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PIT
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KIOSK
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SEATS
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SEATS
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SEATS
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SEATS
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SEATS
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68 36
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PIT
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CARPARK
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EDGE PAVING UNDER
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VC
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VC
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TOP PIT 69.44
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INV PIT 68.29
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PC
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GARBAGE
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FLAG
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POLE
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TOP PIT 68.04
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INV PIT 66.83
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TOP OF 0.16 HIGH CONCRETE KERB
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L
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PLANTER BOXES
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PLANTER BOXES
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PLANTER BOXES
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SEAT
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SEAT
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GRATED DRAIN
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METAL
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STACK
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JOIN LINE
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JOIN LINE
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RUTLEDGE STREET
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ROWE STREET MALL
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WEST PARADE
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RAINWATER
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TANK
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EX71.64
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EX70.49
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P71.79
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P70.65
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P70.99
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P74.22
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EX74.29
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P74.40
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P74.33
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EX68.53
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C
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1
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D
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FLOOR RL 63.20
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525 RCP @1/200
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600 RCP @1/100
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FLOOR RL 74.20
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FLOOR RL 74.20
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300x900
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300x900
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300x900
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300x900
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300x900
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600 RCP
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600 RCP
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600 RCP
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450 RCP
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450 RCP
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450 RCP
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375 RCP
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375 RCP
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375 RCP
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375 RCP
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375 RCP
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300 RCP
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300 RCP
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450 RCP
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Date
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 19/07/2016 5:36:55 PM BY : WILFREDO CABALLERO19/07/2016 5:36:55 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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C
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C2-02
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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GENERAL ARRANGEMENT PLAN
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SHEET 3 OF 3
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YUHU GROUP
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17/05/16
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1:200
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CB
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DW
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B
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PRE DA COORDINATION
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JMT
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CV
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06/07/16
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C
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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PIT E0500500 = COUNCIL PIT NUMBER
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IL 66.73 (C) = LEVEL FROM COUNCIL RECORDS
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LEGEND
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SL 68.04 (S) = LEVEL FROM SURVEY
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OVERLAND FLOW DIRECTION
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PIPE FLOW DIRECTION
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IL 66.76 (P) = PROPOSED LEVEL
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IL 66.83 (S) = LEVEL FROM SURVEY
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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VEHICULAR CROSSING PLAN SCALE 1:20 (COR M.421)
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EXISTING KERB
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EXISTING GUTTER
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-
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A
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FACE OF KERB
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EXISTING GUTTER
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EXISTING KERB
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LIP LINE
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VEHICULAR CROSSING ELEVATION SCALE 1:20 (COR M.421)
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VERTICAL SAWCUT
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VERTICAL SAWCUT
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JOINT
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JOINT
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ROLL OVER GUTTER CROSSING SCALE 1:10 (COR M.421)
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1 IN 6 MAX.
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NORMAL CROSSFALL OF FOOTPATH
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TO SUIT GRADE OF DRIVEWAY
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300
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300
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SECTION SCALE 1:10 STANDARD GUTTER CROSSING (LAYBACK) (COR M.421)
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-
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A
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KERB RAMP PLAN SCALE 1:20 (COR M.388c)
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-
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NOTES: 1.KERB RAMPS SHALL BE CONSTRUCTED AT ALL ROAD INTERSECTIONS AND IN FRONT OF PATHWAYS. KERB RAMPS SHALL BE CONSTRUCTED AT ALL ROAD INTERSECTIONS AND IN FRONT OF PATHWAYS. WHERE THE SPECIFIED CONSTRUCTION OF THE ROAD KERB HEIGHT VARIES FROM THE 150mm DIMENSION SHOWN ON THIS DRAWING THE DEPTH OF THE KERB RAMP INTO THE FOOTPATH SHALL BE ADJUSTED FROM THE 900mm MINIMUM TO A MAXIMUM DEPTH OF SIX (6) TIMES THE SPECIFIED KERB HEIGHT. 2.KERB RAMPS TO BE LAID ON WELL COMPACTED FINE CRUSHED ROCK BASE MINIMUM THICKNESS KERB RAMPS TO BE LAID ON WELL COMPACTED FINE CRUSHED ROCK BASE MINIMUM THICKNESS 50mm. 3.CONCRETE TO BE 25MPa COMPRESSION STRENGTH OF (F'c) AT 28 DAYS.CONCRETE TO BE 25MPa COMPRESSION STRENGTH OF (F'c) AT 28 DAYS.
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KERB RAMP ELEVATION SCALE 1:20 (COR M.388c)
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VERTICAL SAWCUT
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SECTION SCALE 1:20 (COR M.388c)
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KERB LAYBACK (SHOWN HATCHED)
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1:8 DESIRABLE 1:6 MAXIMUM RAMP SURFACE TO BE PROVIDED WITH NON SLIP FINISH.
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SLOPE OF FOOTPATH
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150mm KERB
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NOMINAL
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KERB
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LINE
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KERB RAMP SCALE 1:20
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-
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A
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MOUNTABLE TYPE KERB SCALE 1:10 (COR M.422)
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150mm INTEGRAL K & G SCALE 1:10 (COR M.422)
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HEAVY DUTY DISH CROSSING SCALE 1:10 (COR M.422)
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MEDIAN KERB SCALE 1:10 (COR M.422)
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KERB ONLY SCALE 1:10 (COR M.422)
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EDGE STRIP SCALE 1:10 (COR M.422)
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KERBS AND GUTTERS SCALE 1:10
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BOUNDARY LINE
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-
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A
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DUMMY JOINTS AT 1200 CENTERS
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FOOTPATH CONSTRUCTION (SEE CITY OF RYDE DCP 2014) PLAN SCALE 1:50
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FULL DEPTH 6mm THICK APPROVED MASTIC JOINTING MATERIAL AT 3600 CENTRES
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KERB & GUTTER
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NOTE: 1.FOOTPATHS SHOULD NORMALLY BE 1.2m WIDE AND FOOTPATHS SHOULD NORMALLY BE 1.2m WIDE AND CONSTRUCTED 600mm FROM THE PROPERTY LINE. HOWEVER, IF ADJOINING FOOTPATH IS WIDER THAN 1.2m THEN THE FOOTPATH WIDTH SHOULD MATCH EXISTING. 2.FOOTPATH SHALL BE CONSTRUCTED WITH AN AVERAGE FOOTPATH SHALL BE CONSTRUCTED WITH AN AVERAGE CROSS FALL 3% TOWARDS THE KERBLINE. THE LEVEL OF GROUND ADJACENT THE PATH SHOULD BE NO GREATER THAN 10mm BELOW THE PATH. SPLAY SHOULD BE CONSTRUCTED AT THE JUNCTION OF ALL FOOTPATHS. 3.THE FOOTPATH SURFACE SHOULD BE EVEN AND SLIP THE FOOTPATH SURFACE SHOULD BE EVEN AND SLIP RESISTANCE APPROPRIATE FOR THE PAVEMENT SLOPES AS REQUIRED BY AS3661.1. ANY GAPS IN THE PAVEMENT SHOULD BE NO GREATER THAN 5mm, ABRUPT CHANGES EXCEEDING 5mm WILL NOT BE ACCEPTABLE. 4.CONCRETE SHALL BE 25MPa (MINIMUM) COMPRESSIVE CONCRETE SHALL BE 25MPa (MINIMUM) COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH AUSTRALIAN STANDARDS AS 1480-SAA CONCRETE STRUCTURES CODE. 5.ALL CONCRETE FOOTPATH SURFACES SHALL BE ALL CONCRETE FOOTPATH SURFACES SHALL BE BROOM FINISH OR WOODEN FLOAT IN A DIRECTION TRANSVERSE TO THE FOOTPATH. 6.DAMAGED NATURE STRIPS SHALL BE BACK FILLED DAMAGED NATURE STRIPS SHALL BE BACK FILLED FLUSH WITH THE NEW WORK. A 30mm LAYER OF TOPSOIL SHALL BE PLACED ON ANY EXPOSED SOIL AND SHALL BE TURFED WITH WEED FREE COUCH, KIKUYU AND BUFFALO TURF TO MATCH PRE-EXISTING TURF TYPES AT EACH PROPERTY. 7.FOR FOOTPATHS AT DRIVEWAYS REFER TO COUNCILS' FOR FOOTPATHS AT DRIVEWAYS REFER TO COUNCILS' STANDARD 'VEHICLE CROSSING DETAIL' TO MATCH EXISTING SPECIFICATIONS. 8.SEE COUNCILS' STANDARD 'PAVED FOOTPATH DETAILS' SEE COUNCILS' STANDARD 'PAVED FOOTPATH DETAILS' TO MATCH EXISTING SPECIFICATIONS. 9.SEE COUNCILS' STANDARD 'KERB DETAILS' TO MATCH SEE COUNCILS' STANDARD 'KERB DETAILS' TO MATCH EXISTING SPECIFICATIONS.
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PROPERTY BOUNDARY
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MIN. 50mm THICK SUB-BASE OF ROADBASE MATERIALS
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75mm 25MPa CONCRETE FOOTPATH. MATCH VEHICULAR CROSSING SPECIFCATIONS AT DRIVEWAY ENTRANCES
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SECTION SCALE 1:50
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-
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A
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EXISTING KERB & GUTTER
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FOOTPATH (SEE CITY OF RYDE DCP 2014) SCALE 1:50
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NOTES: 1.ALL CORNERS TO HAVE 25 RADIUS. U.N.O. ALL CORNERS TO HAVE 25 RADIUS. U.N.O. 2.KERB ON RETURNS, CIRCLES AND CUL-DE-SACS TO HAVE VERTICAL FACES. KERB ON RETURNS, CIRCLES AND CUL-DE-SACS TO HAVE VERTICAL FACES. 3.HEAVY DUTY GUTTER CROSSING TO BE 150 THICK AND REINFORCED WITH ONE LAYER F62 FABRIC. HEAVY DUTY GUTTER CROSSING TO BE 150 THICK AND REINFORCED WITH ONE LAYER F62 FABRIC. 4.GUTTER CROSSING IN ROADS CARRYING INDUSTRIAL TRAFFIC TO BE 150 THICK AT THE OUTER EDGE. GUTTER CROSSING IN ROADS CARRYING INDUSTRIAL TRAFFIC TO BE 150 THICK AT THE OUTER EDGE. 5.COMPRESSION STRENGTH OF CONCRETE TO BE NOT LESS THAN 25MPa (MIN) AT 28 DAYS. COMPRESSION STRENGTH OF CONCRETE TO BE NOT LESS THAN 25MPa (MIN) AT 28 DAYS. 6.THE ROAD BASE COURSE IS TO BE EXTENDED BENEATH THE KERB AND GUTTER. THE ROAD BASE COURSE IS TO BE EXTENDED BENEATH THE KERB AND GUTTER. 7.MASTIC EXPANSION JOINTS TO BE PLACED AT NO MORE THAN 6m AND NOT LESS THAN 4m MASTIC EXPANSION JOINTS TO BE PLACED AT NO MORE THAN 6m AND NOT LESS THAN 4m INTERVAL. 8.FOR CONCRETE DETAILS SEE COUNCIL'S FULL SPECIFICATION NO. 4. FOR CONCRETE DETAILS SEE COUNCIL'S FULL SPECIFICATION NO. 4. 9.UNDER EXCEPTIONAL CIRCUMSTANCES THE ROLL OVER GUTTER CROSSING MAY BE REDUCED TO UNDER EXCEPTIONAL CIRCUMSTANCES THE ROLL OVER GUTTER CROSSING MAY BE REDUCED TO 75mm ABOVE GUTTER INVERT. 10.WHERE CONDUITS ARE PLACED PRIOR TO KERB CONSTRUCTION THE FACE OF KERB SHALL BE WHERE CONDUITS ARE PLACED PRIOR TO KERB CONSTRUCTION THE FACE OF KERB SHALL BE MARKED AS REQUIRED IN COUNCIL'S SPECIFICATION NO. 3.
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App
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Revision Description
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
AutoCAD SHX Text
FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:47 PM BY : WILFREDO CABALLERO18/07/2016 5:26:47 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C3-80
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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CIVIL WORKS DETAILS
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YUHU GROUP
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17/05/16
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AS SHOWN
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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0
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0.2
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BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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100 *
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600 MIN.
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300 MIN
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PAVEMENT AS
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SPECIFIED
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300 MIN
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* REDUCE PIPE INVERT TO
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ZERO AT OUTLET OF PIPE
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100 MIN
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200 MIN
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SUBSOIL IN LANDSCAPE AREAS
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NTS
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SUBSOIL IN PAVED AREAS
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NTS
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100 *
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450 MIN.
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TOPSOIL
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GEOTEXTILE FILTER FABRIC
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(BIDIM A24 OR EQUIVALENT)
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GRANULAR FILL
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(REFER SPECIFICATION)
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SUBSOIL FILTER (REFER SPECIFICATION)
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GEOTEXTILE FILTER FABRIC
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(BIDIM A24 OR EQUIVALENT)
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100Ø SUBSOIL DRAINAGE
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LINE AT 1.0%%% MIN FALL
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* REDUCE PIPE INVERT TO
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ZERO AT OUTLET OF PIPE
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ROAD BASE
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(REFER SPECIFICATION)
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SUBSOIL FILTER (REFER SPECIFICATION)
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GEOTEXTILE FILTER FABRIC
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(BIDIM A24 OR EQUIVALENT)
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150Ø uPVC DRAINAGE
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LINE AT 1.0%%% MIN FALL
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100 MIN
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98% STANDARD COMPACTION
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98% MODIFIED COMPACTION
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IMPORTED
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IMPORTED
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AS SPECIFIED
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SUBGRADE LEVEL
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SELECT FILL
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SELECT FILL
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0.25 x DIA.
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FINE CRUSHED ROCK
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300mm MIN.
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100mm MIN.
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150mm MIN.
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IN ROCK:
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IN CLAY:
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300
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300
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GROUND LEVEL
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0.25 x DIA.
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300
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300
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GENERAL FILL (FILL SELECTED FROM SITE)
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95%%% STANDARD COMPACTION
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IMPORTED SELECT FILL 98%%%
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STANDARD COMPACTION
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FINE CRUSHED ROCK
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AS SPECIFIED
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IN CLAY: 100mm MIN.
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IN ROCK: 150mm MIN.
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300mm MIN.
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TRENCH DETAIL - TYPE D3
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NTS
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LOCATION: LANDSCAPED AREAS
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TRENCH DETAIL - TYPE D1
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NTS
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LOCATION: UNDER PAVED AREAS
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FLOW
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FLOW
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SURFACE INLET PIT (SIP)
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PLAN
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SCALE 1:20
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30 FALL UNO
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-
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A
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PROVIDE PIT ACCESS STEPS IF PIT DEEPER THAN 900 REFER DETAIL
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SETOUT POINT
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100 DIA x 3000 LONG SUBSOIL DRAINAGE STUB SURROUNDED WITH 100mm OF NOM 20mm COARSE. FILTER MATERIAL WRAPPED IN GEOTEXTILE FILTER FABRIC (BIDIM A24 OR SIMILAR) TO EACH INLET PIPE.
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GRATE AND FRAME OR COVER AS SPECIFIED.
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N12-300 BOTH WAYS OR SL82 FABRIC (40 COVER TO INSIDE FACE)
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MASS CONCRETE BENCHING
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DETAIL SECTION SCALE 1:20
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-
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A
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PIT IN CONCRETE PAVEMENT REFER DETAIL D PIT IN FLEXIBLE PAVEMENT REFER DETAIL E PIT IN LANDSCAPED AREAS REFER DETAIL F
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JUNCTION PIT (JP)
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FLOW
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20 NOM
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1
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450
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450
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NOM KERB LINE
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PLAN SCALE 1:20
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KERB INLET PIT (KIP)
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30 FALL UNO
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NOMINAL KERB LINE
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-
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2
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-
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3
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PROVIDE PIT ACCESS STEPS IF DEEPER THAN 900 REFER DETAIL
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SUB-SOIL DRAINAGE STUB
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MORTAR BED
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N12-300 BOTH WAYS OR SL82 FABRIC (40 COVER TO INSIDE FACE)
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MASS CONCRETE BENCHING
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10 THICK COMPRESSIBLE CORK FILLER BOARD
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APPROVED PRECAST KERB INLET (RMS STANDARD) 1800 LONG UNO
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10 THICK COMPRESSIBLE CORK FILLER BOARD
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GRATE AND FRAME AS SPECIFIED IN PIT SCHEDULE
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100 DIA x 3000 LONG SUBSOIL DRAINAGE STUB SURROUNDED WITH 100mm OF NOM 20mm COARSE. FILTER MATERIAL WRAPPED IN GEOTEXTILE FILTER FABRIC (BIDIM A24 OR SIMILAR) TO EACH INLET PIPE.
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GUTTER LIP
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R50 TYP
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MORTAR BED
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-
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1
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DETAIL SECTION SCALE 1:20
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-
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1
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DETAIL SECTION SCALE 1:20
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-
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2
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DETAIL SECTION SCALE 1:20
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-
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3
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DETAIL D SCALE 1:10
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DETAIL E SCALE 1:10
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DETAIL F SCALE 1:10
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GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
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RECESS TO SUIT FRAME OR COVER
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PAVEMENT AS SPECIFIED
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SLIP JOINT - TWO LAYERS OF PLASTIC
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1.2m LONG MESH AS PER TOP REINFORCEMENT
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2 N12 TRIMMER BARS TO EXTEND 500 BEYOND PIT FOR EACH SIDE
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RECESS TO SUIT FRAME OR COVER
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PAVEMENT AS SPECIFIED
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RECESS TO SUIT FRAME OR COVER
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GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
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GRATE AND FRAME OR COVER AS SPECIFIED IN PIT SCHEDULE
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SIDE ELEVATION SCALE 1:10
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PLAN SCALE 1:10
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PLAN SCALE 1:10
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PIT ACCESS STEP DETAIL SCALE 1:10
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NOTE: WHEN POSITIONED IN STRAIGHT ALIGNMENT, STEP TO BE 400 WIDE. STAGGERED STEPS TO BE 200 WIDE, STEPS TO BE STAGGERED 200. CENTRE TO CENTRE FOR ALTERNATE STEPS. SPACING OF STEPS TO BE UNIFORM TO WITHIN ±8mm IN EACH PIT.
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1.
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2.
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3.
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SECTION SCALE 1:10
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DRILL 30mm DIA HOLE x 120mm DEEP AND EPOXY INTO WALL WITH EPOXY MORTAR EQUAL TO EPIREZ 633 (NON SAG) - IN PRECAST PITS, DEPTH OF EMBEDMENT IS TO BE IN ACCORDANCE WITH PIT MANUFACTURER'S DETAILS
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24 DIA GALVANISED MILD STEEL
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Revision Description
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App
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:50 PM BY : WILFREDO CABALLERO18/07/2016 5:26:50 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C4-20
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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STORMWATER DRAINAGE DETAILS
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YUHU GROUP
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17/05/16
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AS SHOWN
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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1:20 A1 1:40 A3
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
THIS IS AN
ON-SITE STORMWATER
DETENTION SYSTEM
REQUIRED BY RYDE CITY COUNCIL
IT IS AN OFFENCE TO REDUCE THE VOLUME OF THETANK OR BASIN OR TO INTERFERE WITH THE
ORIFICE PLATE THAT CONTROLS THE OUTFLOW
THE BASE OF THE OUTLET CONTROL PIT AND THEDEBRIS SCREEN MUST BE CLEANED OF DEBRIS AND
SEDIMENT ON A REGULAR BASIS BY THE OWNER
THIS PLATE MUST NOT BE REMOVED
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ROWE STREET MALL
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WEST PARADE
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RUTLEDGE STREET
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TRELAWNEY STREET
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ROWE STREET
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A=2530m 2
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A=2421m 2
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A=4463m 2
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A=920m 2
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A=1040m 2
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A=832m 2
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C
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E
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B
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D
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F
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RAINWATER
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RAINWATER TANK
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Rev
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Title
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:26:57 PM BY : WILFREDO CABALLERO18/07/2016 5:26:57 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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1:10 A1 1:20 A3
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D
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C4-30
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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OSD STORMWATER
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GENERAL NOTES AND DETAILS
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YUHU GROUP
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17/05/16
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AS SHOWN
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CB
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DW
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B
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ISSUED TO COUNCIL FOR DISCUSSION
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WC
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CV
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20/05/16
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C
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PRE DA COORDINATION
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JMT
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CV
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06/07/16
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D
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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SIDE VIEW CROSS SECTION TRASH SCREEN DETAIL NOT TO SCALE
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GALVANISED STEEL PLATE CUP WELDED TO BASKET. TYPICAL EITHER SIDE.
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GALVANISED LYSAGHT RH3030 MAXIMESH OR SIMILAR.
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INVERT OF PIT
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HANDLE
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ORIFICE
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ORIFICE PLATE DETAIL SCALE 1:10
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CIRCULAR HOLE WITH SHARP EDGES MACHINED TO 0.5mm ACCURACY.
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3mm THICK STAINLESS STEEL PLATE.
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4 X 10mm DIA. GALVANISED DYNABOLTS FIXED TO WALL.
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OUTLET PIPE
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ORIFICE PLATE SECTION SCALE 1:10
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NOTES: A CONFINED SPACE DANGER SIGN SHALL BE POSITIONED IN A LOCATION AT ALL ACCESS POINTS, SUCH THAT IT IS CLEARLY VISIBLE TO PERSONS PROPOSING TO ENTER THE BELOW GROUND TANKS/S CONFINED SPACE. MINIMUM DIMENSIONS: 300mm x 450mm (LARGE ENTRIES, SUCH AS DOORS) 250mm x 180mm (SMALL ENTRIES SUCH AS GRATES & MANHOLES) MATERIAL: COLOUR BONDED ALUMINUM OR POLYPROPYLENE. COLOUR BONDED ALUMINUM OR POLYPROPYLENE. FIXING:USE SCREWS AT EACH CORNER AND/OR USE SCREWS AT EACH CORNER AND/OR SUITABLE EPOXY GLUE/CEMENT.
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CONFINED SPACE DANGER SIGN
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NOTES: A ON-SITE DETENTION SIGN SHALL BE POSITIONED AT THE TOP OF THE OUTLET CONTROL PIPE. MINIMUM DIMENSIONS: 400mm x 200mm MATERIAL: COLOUR BONDED ALUMINUM OR POLYPROPYLENE. COLOUR BONDED ALUMINUM OR POLYPROPYLENE. FIXING:USE SCREWS AT EACH CORNER AND/OR USE SCREWS AT EACH CORNER AND/OR SUITABLE EPOXY GLUE/CEMENT.
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ON-SITE DETENTION SIGN (RYDE CITY COUNCIL)
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OSD NOTES:
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A)APPLY TWO COATS WATER SEALANT TO FLOOR AND ALL WALLS. APPLY TWO COATS WATER SEALANT TO FLOOR AND ALL WALLS. B) ENSURE WATER TIGHT SEAL ALONG EDGES OF FLOOR, CEILING AND ENSURE WATER TIGHT SEAL ALONG EDGES OF FLOOR, CEILING AND AROUND MOVEMENT JOINTS. C)MINIMUM COVER TO ALL REINFORCEMENT: 50mm MINIMUM COVER TO ALL REINFORCEMENT: 50mm D) ALL REINFORCEMENT & STRUCTURAL DETAILING TO STRUCTURAL ALL REINFORCEMENT & STRUCTURAL DETAILING TO STRUCTURAL ENGINEER'S REQUIREMENTS.
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RAINWATER TANK NOTES:
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A) REFER TO BUILDING HYDRAULIC ENGINEER'S DRAWINGS FOR REFER TO BUILDING HYDRAULIC ENGINEER'S DRAWINGS FOR RAINWATER TANK PIPE, PUMP AND ELECTRICAL SYSTEMS DETAILS. B)RAINWATER TANK OVERFLOW TO BE DIRECTED TO OSD TANKRAINWATER TANK OVERFLOW TO BE DIRECTED TO OSD TANK
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ON-SITE STORMWATER DETENTION 'A' SUMMARY TOTAL IMPERVIOUS AREA 1040m² 1040m² Q100 EMERGENCY DISCHARGE 68L/s VOLUME REQUIRED 126m³ 126m³ PERMISSIBLE SITE DISCHARGE 41L/s 41L/s OSD TANK TANK DIMENSIONS (LxWxD) 3.50x3.55x2.8m 3.50x3.55x2.8m STORAGE VOLUME 34.8m³ 34.8m³ ORIFICE CENTRELINE RL N/A N/A ORIFICE DIAMETER (mm) N/A N/A OVERFLOW GRATE / TANK SL N/A Q100 OVERFLOW 68L/s 68L/s ORIFICE DISCHARGE USING PUMP USING PUMP
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ON-SITE STORMWATER DETENTION 'C' SUMMARY TOTAL IMPERVIOUS AREA 2530m² 2530m² Q100 EMERGENCY OVERFLOW 164L/s VOLUME REQUIRED 30.6m³ 30.6m³ PERMISSIBLE SITE DISCHARGE 99L/s 99L/s OSD TANK TANK DIMENSIONS (LxWxD) 7.0x4.0x2.75m 7.0x4.0x2.75m STORAGE VOLUME 77.0m³ 77.0m³ ORIFICE CENTRELINE RL RL71.293m RL71.293m ORIFICE DIAMETER (mm) 225mm 225mm OVERFLOW GRATE / TANK SL RL73.85m (CTR) Q100 OVERFLOW 99L/s 99L/s ORIFICE DISCHARGE 53.1L/s 53.1L/s RAINWATER TANK TANK DIMENSIONS (LxWxD) 7.0x3.0x2.8m 7.0x3.0x2.8m STORAGE VOLUME 58.8m³ 58.8m³ OVERFLOW WEIR LEVEL RL73.9m RL73.9m
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ON-SITE STORMWATER DETENTION 'B' SUMMARY TOTAL IMPERVIOUS AREA 832m² 832m² Q100 EMERGENCY DISCHARGE 54L/s VOLUME REQUIRED 101.1m³ 101.1m³ PERMISSIBLE SITE DISCHARGE 32L/s 32L/s OSD TANK TANK DIMENSIONS (LxWxD) 5.9x2.665x3.0m 5.9x2.665x3.0m STORAGE VOLUME 47.2m³ 47.2m³ ORIFICE CENTRELINE RL N/A N/A ORIFICE DIAMETER (mm) N/A N/A OVERFLOW GRATE / TANK SL N/A Q100 OVERFLOW 54L/s 54L/s ORIFICE DISCHARGE USING PUMP USING PUMP
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ON-SITE STORMWATER DETENTION 'D' SUMMARY TOTAL IMPERVIOUS AREA 4463m² 4463m² Q100 EMERGENCY OVERFLOW 290L/s VOLUME REQUIRED 52.2m³ 52.2m³ PERMISSIBLE SITE DISCHARGE 175L/s 175L/s OSD TANK TANK DIMENSIONS (LxWxD) 4.35x5.57x2.4m 4.35x5.57x2.4m STORAGE VOLUME 58.2m³ 58.2m³ ORIFICE CENTRELINE RL RL74.435m RL74.435m ORIFICE DIAMETER (mm) 310mm 310mm OVERFLOW GRATE / TANK SL RL76.60m (CTR) Q100 OVERFLOW 290L/s 290L/s ORIFICE DISCHARGE 88.2L/s 88.2L/s RAINWATER TANK TANK DIMENSIONS (LXWXD) 5.39x5.57x2.4M 5.39x5.57x2.4M STORAGE VOLUME 72.1M³ 72.1M³ OVERFLOW WEIR LEVEL RL76.65M RL76.65M
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ON-SITE STORMWATER DETENTION 'E' SUMMARY TOTAL IMPERVIOUS AREA 2421m² 2421m² Q100 EMERGENCY OVERFLOW 157.5L/s VOLUME REQUIRED 27.6m³ 27.6m³ PERMISSIBLE SITE DISCHARGE 82L/s 82L/s OSD TANK TANK DIMENSIONS (LxWxD) 13.83x1.0x2.1m 13.83x1.0x2.1m STORAGE VOLUME 29.0m³ 29.0m³ ORIFICE CENTRELINE RL RL74.42m RL74.42m ORIFICE DIAMETER (mm) 240mm 240mm OVERFLOW GRATE / TANK SL RL76.30m (CTR) Q100 OVERFLOW 157.5L/s 157.5L/s ORIFICE DISCHARGE 50.6L/s 50.6L/s RAINWATER TANK TANK DIMENSIONS (LxWxD) 34.87x1.0x2.1m 34.87x1.0x2.1m STORAGE VOLUME 73.2m³ 73.2m³ OVERFLOW WEIR LEVEL RL76.35m RL76.35m
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ON-SITE STORMWATER DETENTION 'F' SUMMARY TOTAL IMPERVIOUS AREA 920m² 920m² Q100 EMERGENCY OVERFLOW 60L/s VOLUME REQUIRED 27.2m³ 27.2m³ PERMISSIBLE SITE DISCHARGE 42L/s 42L/s OSD STORAGE TANK DIMENSIONS (LxWxD) 8x6.2x6.3x1.2m 8x6.2x6.3x1.2m STORAGE VOLUME 125m³ 125m³ ORIFICE DIAMETER (mm) 4x150mm (PIPE) 4x150mm (PIPE) OVERFLOW GRATE / TANK SL RL75.49m (CTR) Q100 OVERFLOW 42L/s 42L/s ORIFICE DISCHARGE 10.5L/s 10.5L/s
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TRASH SCREEN WALL BRACKET SCALE 1:5
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6mm PLATE WELDED TO TRASH SCREEN
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2M10 GALVANISED CHEMSET BOLTS INTO WALL
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6mm PLATE GALVANISED
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OSD TANK LOCATIONS N.T.S
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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-
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A
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OSD TANK
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1%
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B
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OSD TANK
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1% FALL
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RL 63.20
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RL 66.00 (TOP WATER LEVEL)
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RL 68.70 (GROUND LEVEL)
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RL 64.40
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RL 66.20
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RL 65.48 (TOP WATER LEVEL)
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RL 63.20
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RL 68.70 (GROUND LEVEL)
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RL 64.40
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:27:00 PM BY : WILFREDO CABALLERO18/07/2016 5:27:00 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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B
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C4-31
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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OSD STORMWATER
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TANK A & B - PLAN & SECTION
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YUHU GROUP
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17/05/16
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AS SHOWN
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CB
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PLAN SCALE 1:50
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OSD TANK A (LOWER GROUND)
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DETAIL SECTION A SCALE 1:20
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NOTE: FOR DETAILS OF PUMPS, OUTLET PIPES, ELECTRICAL SUPPLY AND CONTROLS (FLOAT/LEVEL SWITCHES, ALARMS AND CONTROL PANELS), REFER TO SERVICES CONSULTANT DRAWINGS (FOR CONTRUCTION CERTIFICATE).
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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OSD TANK
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1.0%
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RAINWATER TANK
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C1
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1.0%
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RL 71.100
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RL 73.85 (OVERFLOW WEIR)
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RL 72.300
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RL 74.20
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RL 77.00
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RL 76.60 (OVERFLOW WEIR)
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RL 75.400
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RL 74.20
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RL 77.00
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:27:02 PM BY : WILFREDO CABALLERO18/07/2016 5:27:02 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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OSD STORMWATER
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TANK C & D - PLAN & SECTION
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YUHU GROUP
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17/05/16
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DETAIL SECTION D2 SCALE 1:20
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NOTE: FOR DETAILS OF PUMPS, OUTLET PIPES, ELECTRICAL SUPPLY AND CONTROLS (FLOAT/LEVEL SWITCHES, ALARMS AND CONTROL PANELS), REFER TO SERVICES CONSULTANT DRAWINGS (FOR CONTRUCTION CERTIFICATE).
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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RAIN WATER TANK
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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9
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APPROVED BY:
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DATE PLOTTED: 18/07/2016 5:27:03 PM BY : WILFREDO CABALLERO18/07/2016 5:27:03 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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1.6m
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1:20 A1 1:40 A3
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0
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0.5
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1.5
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3
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3.5
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4m
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1:50 A1 1:100 A3
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B
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C4-33
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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OSD STORMWATER
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TANK E & F - PLAN & SECTION
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YUHU GROUP
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17/05/16
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AS SHOWN
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CB
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DW
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B
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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OSD TANK E (LEVEL 1)
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DETAIL SECTION E1 SCALE 1:50
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PLAN SCALE 1:50
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DETAIL SECTION E2 SCALE 1:50
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DETAIL SECTION F SCALE 1:100
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OSD TANK F (GROUND LEVEL)
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PLAN SCALE 1:100
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NOTE: FOR DETAILS OF PUMPS, OUTLET PIPES, ELECTRICAL SUPPLY AND CONTROLS (FLOAT/LEVEL SWITCHES, ALARMS AND CONTROL PANELS), REFER TO SERVICES CONSULTANT DRAWINGS (FOR CONTRUCTION CERTIFICATE).
ROWE
STREET
BRISBANE CANBERRA NEW ZEALAND MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Calibre Consulting (NSW) Pty Ltd
Consulting Engineers
Structural - Civil
Level 7, 601 Pacific Highway,
St Leonards, NSW 2065, Australia
Tel: +61 2 9004 8855
www.calibreconsulting.co
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BIN
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LANE
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MARKING
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MARKING
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LANE
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CENTRELINE
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OF
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ROAD
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METAL ROOF
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METAL ROOF
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METAL ROOF
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BRICK BUILDING
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TWO STOREY
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METAL ROOF
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BRICK BUILDING
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TWO STOREY
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METAL ROOF
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BRICK BUILDING
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ONE STOREY
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METAL ROOF
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BRICK BUILDING
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TWO STOREY
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TWO STOREY
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BRICK BUILDING
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METAL ROOF
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STOREY
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BRICK
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METAL ROOF
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TWO
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BUILDING
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OVER SHOPPING CENTRE
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COMMERCIAL TOWER
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FIVE STOREY
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TWO STOREY
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METAL ROOF
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TWO STOREY
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RENDERED
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BUILDING
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METAL ROOF
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ONE
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METAL
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STOREY
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ROOF
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ONE
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METAL
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STOREY
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ROOF
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BRICK
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BUILDING
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FLAT BITUMINOUS ROOF
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ONE STOREY
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BRICK BUILDING
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METAL
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ROOF
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EASTWOOD
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ARCADE
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EASTWOOD
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PHARMACY
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NEWSAGENT
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AND SUPERMARKET
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SHOE
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WAREHOUSE
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PEKING
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RESTAURANT
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NATIONAL
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AUSTRALIA
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BANK
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TONYON
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SUPERMARKET
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TWO STOREY
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BRICK BUILDING
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METAL ROOF
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TWO STOREY
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BRICK BUILDING
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METAL ROOF
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SHOPPING CENTRE
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AND MULTI-LEVEL
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CARPARK
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(REFER CARPARK AND SHOPPING CENTRE
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DRAWINGS FOR MORE DETAIL)
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(REFER CARPARK AND SHOPPING CENTRE
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DRAWINGS FOR MORE DETAIL)
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BRICK BUILDING
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METAL ROOF
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"MASONIC TEMPLE"
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ATRIUM
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ONE STOREY
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BRICK BUILDING
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METAL ROOF
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ONE STOREY
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BRICK BUILDING
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CONCRETE
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ROOF
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STOREY
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RENDERED
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THREE
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BUILDING
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TWO STOREY
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FIBROUS
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CEMENT
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ROOF
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BUILDING
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BRICK
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TWO STOREY
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RENDERED BUILDING
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METAL ROOF
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ONE STOREY
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BRICK BUILDING
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METAL ROOF
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BRICK
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VC
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VC
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PC
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CLOTHING
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T AND T
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( T W O S T O R E Y B R I C K S H O P S )
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STORE
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MICHELLES
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PATISSERIE
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FUJIFILM
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DESIGNER CLOTHING
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'PACIFIC OCEAN'
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THATS MY MAN
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GO-LO
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COMMONWEALTH
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BANK
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CENTRO
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RESTAURANT
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VC
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(REFER CARPARK AND SHOPPING CENTRE
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DRAWINGS FOR MORE DETAIL)
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ROWE STREET
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WEST PARADE
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ROWE STREET MALL
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RUTHLEDGE STREET
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TRELAWNEY PARADE
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A=2530m 2
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A=2421m 2
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A=4463m 2
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A=920m 2
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A=1040m 2
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A=832m 2
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C
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E
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B
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D
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A
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F
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RAINWATER
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RAINWATER TANK
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EX71.64
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EX70.49
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P71.79
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P70.65
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P70.99
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P74.22
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EX74.29
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P74.40
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P74.33
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P68.88
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P68.76
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P68.55
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P68.56
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EX68.53
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EX69.05
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P69.04
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P68.76
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P72.16
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P71.71
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A
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1
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B
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1
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A
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2
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B
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2
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C
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1
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D
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1
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EX71.63
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EX72.11
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FLOOR RL 71.10
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FLOOR RL 63.20
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FLOOR RL 63.20
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FLOOR RL 74.20
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FLOOR RL 74.20
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STORMWATER CATCHMENT AREA TABLE
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CATCHMENT NO.
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AREA (m )2)
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LEGEND
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A
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1040.0
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B
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832.0
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C
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2530.0
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D
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4463.0
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E
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2421.0
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F
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920.0
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TOTAL SITE AREA
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12551.0
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AREAS BYPASSING OSD
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345.0 (2.75%)
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0
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4
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8
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12
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16
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20
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24
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28
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32m
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1:400 A1 1:800 A3
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Rev
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Approved
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Scale @ A1
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30
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50
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60
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70
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80
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90
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100
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110
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120
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130
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A1
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3
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140
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150
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B
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6
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11
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5
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DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
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App
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Revision Description
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Rev
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By
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Date
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App
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Revision
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This information shall be copyright except for
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the sole purpose of assisting the organisation
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named in this document in performing tasks
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associated with the nominated project.
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This drawing and associated or derived
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information shall not be used for other
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purposes or transferred to others without
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written permission of 'Calibre Consulting'
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FOR DEVELOPMENT APPROVAL
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Engineering Consultant
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9
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DATE PLOTTED: 18/07/2016 5:27:06 PM BY : WILFREDO CABALLERO18/07/2016 5:27:06 PM BY : WILFREDO CABALLERO BY : WILFREDO CABALLEROWILFREDO CABALLERO
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D
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C4-60
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15-003643
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EASTWOOD TOWN CENTRE
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148 ROWE STREET, EASTWOOD
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STORMWATER DRAINAGE
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CATCHMENT PLAN
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YUHU GROUP
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17/05/16
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1:200
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CB
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DW
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B
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ISSUED TO COUNCIL FOR DISCUSSION
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WC
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CV
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20/05/16
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C
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PRE DA COORDINATION
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JMT
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CV
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06/07/16
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D
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ISSUED FOR DA
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WC
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CV
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18/07/16
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A
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PRELIMINARY FOR COORDINATION
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DW
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CV
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17/05/16
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PIPE FLOW DIRECTION
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LEGEND