swp #34 126°38'45
TRANSCRIPT
RECEPTION
BRICK BUILDING
TILE ROOF
RECORDS
ICU
PATHOLOGY
AWNING
BRICK BUILDING
TILE ROOF
OPERATING SUITE
BRICK BUILDING
TILE ROOF
COMMUNITY HEALTH CENTRE
BRICK BUILDING
METAL ROOF
COMMUNITY HEALTH CENTRE
BRICK BUILDING
METAL ROOF
COMMUNITY HEALTH CENTRE
BRICK BUILDING
METAL ROOF
COMMUNITY HEALTH
CENTRE
BRICK BUILDING
METAL ROOF
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SEWERPIT
STORMWATERPIT
STORMWATERPIT
GREASETRAP
WATERVALVES
DISUSED
CONC PIPE 1.0DINVERT RL 646.48
CERAMIC PIPE 0.3DINVERT RL 647.49
CONC PIPE0.525D INVERT
INVERT
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PVC
PIPE
0.3
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INVE
RT R
L 64
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PVC PIPE 0.10DINVERT RL 648.79
PVC PIPE 0.10DINVERT RL 652.15
PVC PIPE 0.14DINVERT RL 651.90
PVC PIPE 0.10DINVERT RL 651.94
PVC PIPE 0.10DINVERT RL 653.05
CONC PIPE 0.15DINVERT RL 652.56
METAL PIPE 0.15DINVERT RL 652.42
CERAMIC PINVERT RL
CERAMIC PIPE 0.15DINVERT RL 652.14
INACC
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METAL PIPE 0.15DINVERT RL 652.01
CONC PIPE0.15D INVERT
CONC PIPE 0.45DINVERT RL 648.49
CONC PIPE 0.3DINVERT RL 648.60
CONC PIPE 0.45DINVERT RL 650.94
CERAMIC PIPE 0.15DINVERT RL 651.37
CERAMIC PIPE 0.15DINVERT RL 651.36
INACCESSIBLE
RL 652.31
648.11
RL 647.19
647.38
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SWP #11
21
6°2
7'4
0"
126°38'45"
210.61
SWP #12
SWP #33
SWP #34
SWP #35
SWP #36
SWP #39
SWP #40
SWP #41
SWP #42
SWP #43
SWP #44
SWP #45
SWP #46
SWP #47
SWP #51
SWP #53 SWP #54
SWP #56
CP #3
CP #4
CP #5
CP #6
CP #7
CP #8CP #9
CP #12
CP #13
CP #14
SP #4
SP #5
SP #17
SP #18
SP #19
OXYGEN LINES
CONFIRMED BY PS
CONFIRMED BY PS
CONFIRMED BY PS
CONFIRMED BY PS
CONFIRMED BY PS
ED
1ST FLOOR
CONFIRMED BY PS
E.O.T
E.O.
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0.375D
0.375D0.375D
0.37
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0.300D
0.37
5D
0.150D
1
23
4
TOP OF
TANK RL
654·11
TOP OF
TANK RL
654·10
OXYGEN
TANK
SPRINKLER
TANK
PUMP
HOUSE
DOMESTIC COLD
WATER RPZ
BOOSTER
ASSEMBLY
App
Project Ref
Sheet
Scale
Drawn
Designed
Project Director Approved Date
COPYRIGHT All rights reserved.
These drawings, plans and specifications and the copyright therein are the property of the Bonacci
Group and must not be used, reproduced or copied wholly or in part without the written permission
of the Bonacci Group.
By
DateDescriptionRev
North
Drawing No Rev
Date
AppBy
DateDescriptionRev
Project
Drawing
Name
Title
File
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BONACCI GROUP ( NSW ) Pty Ltd
ABN 29 102 716 352
Consulting Engineers, Structural - Civil - Infrastructure
Level 6, 37 York Street, Sydney, NSW 2000 Australia
Tel: +61 2 8247 8400 Fax: +61 2 8247 8444
www.bonaccigroup.com
GSOIL AND WATERMANAGEMENT PLAN
CV-MW-00-00005
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
FOR CONSTRUCTION CERTIFICATE
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GUTTER654.38
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GUTTER654.39
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GUTTER654.38
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GUTTER654.35
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GUTTER660.60
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GUTTER660.63
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GUTTER660.63
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GUTTER660.60
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GUTTER660.58
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GUTTER660.40
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GUTTER660.41
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GUTTER662.01
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GUTTER662.04
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GUTTER660.06
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GUTTER660.04
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GUTTER660.36
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GUTTER660.35
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GUTTER660.37
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GUTTER660.38
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GUTTER660.15
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GUTTER654.35
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GUTTER660.10
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GUTTER660.10
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GUTTER660.34
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GUTTER661.46
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GUTTER661.47
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GUTTER661.42
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GUTTER659.69
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GUTTER665.76
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GUTTER660.38
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GUTTER660.41
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GUTTER659.66
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GUTTER659.65
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GUTTER664.44
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GUTTER664.42
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GUTTER660.10
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GUTTER660.08
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GUTTER660.10
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GUTTER660.65
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GUTTER656.19
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GUTTER656.21
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GUTTER660.65
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GUTTER660.59
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RIDGE662.49
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RIDGE667.68
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RIDGE663.10
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RIDGE660.86
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RIDGE656.36
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RIDGE656.58
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RIDGE657.05
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RIDGE656.60
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RIDGE658.12
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RIDGE656.59
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RIDGE663.15
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RIDGE660.18
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RIDGE662.52
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RIDGE656.18
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RIDGE655.54
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RIDGE656.38
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RIDGE656.20
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RIDGE655.54
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RIDGE668.68
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RIDGE657.76
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RIDGE657.04
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RIDGE655.52
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UW
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UW
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FOOTPATH
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FOOTPATH
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FOOTPATH
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CONCRETE
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CONCRETE
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BITUMEN DRIVEWAY
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HYDRANT BOOSTER
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STEEL SHED
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0.65ø 10SP 6H
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UNCLASS PIT
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RUBBISH BIN
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0.25ø 3SP 7H
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0.35ø 4SP 6H
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WATER STOP VALVE
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TELSTRA PIT
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KERB
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KERB
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CONCRETE RAMP
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CONCRETE RAMP
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GARDEN
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GRASS
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GRASS
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0.50ø 6SP 5H
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0.45ø 5SP 6H
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0.35ø 8SP 8H
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0.30ø 9SP 7H
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0.30ø 9SP 7H
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0.30ø 4SP 5H
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0.30ø 4SP 5H
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CONCRETE
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STEEL STAIRS
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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UNCLASS PIT
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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WATER TANK
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RIDGE656.17
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RIDGE657.76
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CONCRETE RAMP
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GRASS
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COVERED PAVED AREA
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STEPS
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STEPS
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GARDEN
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GARDEN
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STEPS
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STEPS
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WOODEN STEPS
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GARDEN
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GARDEN
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CONCRETE PATH
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CONCRETE FOOTPATH
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BRICK WALL
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METAL
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WIRE MESH FENCE
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GARDEN GROUP OF TREES
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PEDESTRIAN CROSSING
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PIER
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PIER
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PIER
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PIER
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PIER
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PIER
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PIER
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PAVED
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FOOTPATH
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FOOTPATH
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PAVED
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GRASS
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GRASS
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STONE RETAINING WALL
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STONE RETAINING WALL
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CONCRETE FOOTPATH
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CONCRETE FOOTPATH
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CONCRETE
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CONCRETE FOOTPATH
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FOOTPATH
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CONCRETE
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FOOTPATH
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PRAM RAMP
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RAMP
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CONCRETE FOOTPATH
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GARDEN
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GARDEN
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METAL
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FENCE
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METAL
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METAL
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FENCE
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FENCE
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TELSTRA PIT
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BITUMEN DRIVEWAY
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WALL
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WALL
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RETAINING
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WALL
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RETAINING
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KERB
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CONCRETE
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KERB
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CONCRETE
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K & G
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CONCRETE
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K & G
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CONCRETE
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K & G
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WATER TANK
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RETAINING WALL
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CONCRETE
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KERB
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CONCRETE
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K & G
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K & G
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CONCRETE
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KERB
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CONCRETE
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CONCRETE
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CONCRETE
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K & G
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K & G
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CONCRETE FOOTPATH
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GRAVEL
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1 STOREY
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BRICK BUILDING
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METAL ROOF
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"FACILITIES"
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WATER TANK
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INSTALL SEDIMENT FENCE (REFER TO DETAIL)
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EXCAVATION FOR THE OSD TANK CAN BE USED AS SEDIMENT BASIN AREA = 125m³ (REFER DRG 006)
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TEMPORARY SHAKER RAMP FOR ENTRY/EXIT. LOCATION TO BE CONFIRMED ON-SITE
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INSTALL SEDIMENT FENCE (REFER TO DETAIL)
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL HOARDING/SITE FENCE
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INSTALL SEDIMENT FENCE (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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PROVIDE KERB INLET SEDIMENT TRAP (REFER TO DETAIL)
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TEMPORARY STOCKPILE WITH SEDIMENT FENCE - LOCATION TO BE DETERMINED BY SITE SUPERINTENDENT
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PROVIDE OUTLET PROTECTION TO DISSIPATE FLOWS
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0
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10
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30
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50
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100
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20
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0
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10
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30
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50
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100
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20
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B1
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SK
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DV
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1:200
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MAY 19
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THIS DRAWING MAY BE PREPARED IN COLOUR AND MAY BE INCOMPLETE IF COPIED
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LEGEND
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SCALE
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0m
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2m
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1:200
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4m
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8m
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12m
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24.50
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SITE BOUNDARY
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EX SURFACE LEVEL
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EX SURFACE CONTOUR
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5.00
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EX TREE
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EXISTING SEWER LINE
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EXISTING WATER MAIN
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EXISTING GAS LINE
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EXISTING TELECOMMUNICATIONS LINE
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EXISTING ELECTRICAL LINE
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EXISTING STORMWATER DRAINAGE LINE
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EXISTING UNKNOWN SERVICE
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A
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ISSUED FOR 50% DD
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28.03.19
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-
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-
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B
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ISSUED FOR 80% DD
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03.05.19
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-
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-
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C
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ISSUED FOR 100% DD
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10.05.19
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SK
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-
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D
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ISSUED FOR 100% DD
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29.05.19
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SK
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-
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E
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ISSUED FOR 100% DD
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12.06.19
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DV
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-
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F
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FOR 109R SUBMISSION
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16.10.19
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DS
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-
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SOIL AND WATER MANAGEMENT NOTES 1. IT HAS BEEN ASSUMED THAT HOARDINGS/SILT FENCING WILL BE PROVIDED TO THE STAGE BOUNDARY IT HAS BEEN ASSUMED THAT HOARDINGS/SILT FENCING WILL BE PROVIDED TO THE STAGE BOUNDARY SUFFICIENT TO PREVENT SEDIMENT RUNOFF FROM LEAVING SITE (EXCEPT IN THE CASE OF ENTRY/EXIT LOCATIONS WHERE TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP ARE PROVIDED). IF THIS IS NOT THE CASE, PROVIDE SEDIMENT FENCE TO STANDARD DETAIL BELOW AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING SITE, DIRECT RUNOFF TO SEDIMENT BASIN. 2. ALL SEDIMENT CONTROL MEASURES TO BE INSTALLED IN ACCORDANCE WITH LANDCOM MANAGING ALL SEDIMENT CONTROL MEASURES TO BE INSTALLED IN ACCORDANCE WITH LANDCOM MANAGING URBAN STORMWATER "BLUE BOOK". 3. SEDIMENT CONTROL FOR LANDSCAPED WORKS DOWNSTREAM OF THE BUILDING TO INCLUDE A SILT SEDIMENT CONTROL FOR LANDSCAPED WORKS DOWNSTREAM OF THE BUILDING TO INCLUDE A SILT FENCE AND SANDBAGS AS REQUIRED. INSTALL BUND TO DIVERT UPSTREAM CATCHMENT AWAY FROM DISTURBED SOIL AREA. TO BE MANAGED AT A RATE OF *** L/S PER HA BY THE CONTRACTOR ON SITE. *** L/S PER HA BY THE CONTRACTOR ON SITE. PER HA BY THE CONTRACTOR ON SITE. SEDIMENT CONTROL CONDITIONS 1. SEDIMENT FENCES WILL BE INSTALLED AS SHOWN AND ELSEWHERE AT THE DISCRETION OF THE SITE SEDIMENT FENCES WILL BE INSTALLED AS SHOWN AND ELSEWHERE AT THE DISCRETION OF THE SITE MANAGER TO CONTAIN COARSER SEDIMENT FRACTIONS INCLUDING AGGREGATED FINES) AS NEAR AS POSSIBLE TO THEIR SOURCE. 2. SEDIMENT REMOVED FROM ANY TRAPPING DEVICE WILL BE RELOCATED WHERE FURTHER POLLUTION TO SEDIMENT REMOVED FROM ANY TRAPPING DEVICE WILL BE RELOCATED WHERE FURTHER POLLUTION TO DOWNSLOPE LANDS & WATERWAYS CANNOT OCCUR. 3. STOCKPILES WILL BE PLACED WHERE SHOWN ON DRAWING OR ELSEWHERE AT THE DISCRETION OF THE STOCKPILES WILL BE PLACED WHERE SHOWN ON DRAWING OR ELSEWHERE AT THE DISCRETION OF THE SITE MANAGER AND NOT WITHIN 5m OF HAZARD AREAS INCLUDING LIKELY AREAS OF HIGH VELOCITY FLOWS SUCH AS WATERWAYS, PAVED AREAS & DRIVEWAYS. 4. WATER WILL BE PREVENTED FROM DIRECTLY ENTERING THE PERMANENT DRAINAGE SYSTEM WITH WATER WILL BE PREVENTED FROM DIRECTLY ENTERING THE PERMANENT DRAINAGE SYSTEM WITH INLET FILTERS (SEE DETAILS) UNLESS IT IS SEDIMENT FREE. 5. TEMPORARY SEDIMENT TRAPS WILL BE RETAINED UNTIL AFTER THE LANDS THEY ARE PROTECTING TEMPORARY SEDIMENT TRAPS WILL BE RETAINED UNTIL AFTER THE LANDS THEY ARE PROTECTING ARE COMPLETELY REHABILITATED. 6. CONTRACTOR TO DESIGN/SIZE/CONSTRUCT TEMPORARY SEDIMENT BASIN, WATER SHOULD BE CONTRACTOR TO DESIGN/SIZE/CONSTRUCT TEMPORARY SEDIMENT BASIN, WATER SHOULD BE ALLOWED TO SETTLE BEFORE DISCHARGE. CONTRACTOR MUST VERIFY THAT WATER QUALITY MEETS AUTHORITIES REQUIREMENTS PRIOR TO DISCHARGE . ACCUMULATED SEDIMENT SHOULD THEN BE REMOVED & DISPOSED OF IN ACCORDANCE WITH ENVIRONMENTAL MANAGEMENT PROCEDURES. SITE INSPECTION & MAINTENANCE CONDITIONS THE SITE MANAGER WILL INSPECT THE SITE AT LEAST WEEKLY AND WILL: 1. ENSURE THAT DRAINS OPERATE PROPERLY & TO EFFECT ANY NECESSARY REPAIRS ENSURE THAT DRAINS OPERATE PROPERLY & TO EFFECT ANY NECESSARY REPAIRS 2. REMOVE SPILLED SAND OR OTHER MATERIALS FROM HAZARD AREAS, INCLUDING LANDS CLOSER THAN REMOVE SPILLED SAND OR OTHER MATERIALS FROM HAZARD AREAS, INCLUDING LANDS CLOSER THAN 5m FROM AREAS OF LIKELY CONCENTRATED OR HIGH VELOCITY FLOWS ESPECIALLY WATERWAYS & PAVED AREAS. 3. REMOVE TRAPPED SEDIMENT WHENEVER LESS THAN DESIGN CAPACITY REMAINS WITHIN THE REMOVE TRAPPED SEDIMENT WHENEVER LESS THAN DESIGN CAPACITY REMAINS WITHIN THE STRUCTURE 4. ENSURE REHABILITATED LANDS HAVE EFFECTIVELY REDUCED THE EROSION HAZARD AND TO INITIATE ENSURE REHABILITATED LANDS HAVE EFFECTIVELY REDUCED THE EROSION HAZARD AND TO INITIATE UPGRADING OR REPAIR AS APPROPRIATE. 5. CONSTRUCT ADDITIONAL EROSION AND/OR SEDIMENT CONTROL WORKS AS MIGHT BECOME NECESSARY CONSTRUCT ADDITIONAL EROSION AND/OR SEDIMENT CONTROL WORKS AS MIGHT BECOME NECESSARY TO ENSURE THE DESIRED PROTECTION IS GIVEN TO DOWNSLOPE LANDS AND WATERWAYS. 6. MAINTAIN EROSION & SEDIMENT CONTROL MEASURES IN A FULLY FUNCTIONING CONDITION UNTIL ALL MAINTAIN EROSION & SEDIMENT CONTROL MEASURES IN A FULLY FUNCTIONING CONDITION UNTIL ALL EARTHWORK ACTIVITIES ARE COMPLETED AND THE SITE IS REHABILITATED. 7. REMOVE TEMPORARY SOIL CONSERVATION STRUCTURES AS THE LAST ACTIVITY IN THE REMOVE TEMPORARY SOIL CONSERVATION STRUCTURES AS THE LAST ACTIVITY IN THE REHABILITATION PROGRAM. AS PART OF THE STATUTORY 'DILIGENCE OF CARE' RESPONSIBILITIES, THE SITE MANAGER WILL KEEP A LOGBOOK MAKING ENTRIES AT LEAST WEEKLY, IMMEDIATELY BEFORE FORECAST RAIN AND AFTER RAINFALL. ENTRIES WILL INCLUDE: 1. THE VOLUME & INTENSITY OF ANY RAINFALL EVENTS THE VOLUME & INTENSITY OF ANY RAINFALL EVENTS 2. THE CONDITION OF ANY SOIL & WATER MANAGEMENT WORKS THE CONDITION OF ANY SOIL & WATER MANAGEMENT WORKS 3. THE CONDITION OF VEGETATION & ANY NEED TO IRRIGATE THE CONDITION OF VEGETATION & ANY NEED TO IRRIGATE 4. THE NEED FOR DUST PREVENTION STRATEGIES THE NEED FOR DUST PREVENTION STRATEGIES 5. ANY REMEDIAL WORKS TO BE UNDERTAKEN ANY REMEDIAL WORKS TO BE UNDERTAKEN THE BOOK WILL BE KEPT ONSITE & MADE AVAILABLE TO ANY AUTHORISED PERSON ON REQUEST. IT WILL BE GIVEN TO THE PROJECT MANAGER AT THE CONCLUSION OF WORKS.
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SEDIMENT FENCE
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CATCH DRAIN/EARTH BUND
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CD
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TEMPORARY SHAKER RAMP FOR ENTRY/EXIT. (LOCATION TBC ON-SITE)
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TEMPORARY STOCKPILE (LOCATION TBC ON-SITE)
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GEOTEXTILE PIT FILTER / FILTER SURROUND INSTALLED ON EXISTING PIT
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SANDBAGS INSTALLED ON EXISTING PIT
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BARRIER FENCING (HOARDING/SECURITY FENCE)
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OVERLAND FLOW
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G
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FOR CONSTRUCTION CERTIFICATE
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23.10.19
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DS
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COPYRIGHT All rights reserved.
These drawings, plans and specifications and the copyright therein are the property of the Bonacci
Group and must not be used, reproduced or copied wholly or in part without the written permission
of the Bonacci Group.
By
DateDescriptionRev
North
Drawing No Rev
Date
AppBy
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Title
File
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BONACCI GROUP ( NSW ) Pty Ltd
ABN 29 102 716 352
Consulting Engineers, Structural - Civil - Infrastructure
Level 6, 37 York Street, Sydney, NSW 2000 Australia
Tel: +61 2 8247 8400 Fax: +61 2 8247 8444
www.bonaccigroup.com
FSOIL AND WATER CALCULATIONS
CV-MW-00-00006
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
FOR CONSTRUCTION CERTIFICATE
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0
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10
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30
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20
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B1
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SK
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DV
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NTS
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MAY 19
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A
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ISSUED FOR 50% DD
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28.03.19
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LS
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-
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B
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ISSUED FOR 80% DD
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03.05.19
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SK
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C
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ISSUED FOR 100% DD
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10.05.19
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SK
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-
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D
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REISSUED FOR 100% DD
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12.06.19
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DV
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E
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ISSUED FOR 109R SUBMISSION
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16.10.19
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NOTES: 1 REFER TO CV-MW-00-000005 FOR SEDIMENT BASIN LOCATION.
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F
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ISSUED FOR CONSTRUCTION CERTIFICATE
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23.10.19
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DS
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App
Project Ref
Sheet
Scale
Drawn
Designed
Project Director Approved Date
COPYRIGHT All rights reserved.
These drawings, plans and specifications and the copyright therein are the property of the Bonacci
Group and must not be used, reproduced or copied wholly or in part without the written permission
of the Bonacci Group.
By
DateDescriptionRev
North
Drawing No Rev
Date
AppBy
DateDescriptionRev
Project
Drawing
Name
Title
File
: G
:\Jo
b\1
12
94
\0
3 W
IP
\0
2 C
ivil\0
1 C
AD
\C
V-M
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0-0
00
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tte
d: 2
3.1
0.1
9 a
t 5
:1
4 P
M B
y: S
he
ba
k K
ha
n
BONACCI GROUP ( NSW ) Pty Ltd
ABN 29 102 716 352
Consulting Engineers, Structural - Civil - Infrastructure
Level 6, 37 York Street, Sydney, NSW 2000 Australia
Tel: +61 2 8247 8400 Fax: +61 2 8247 8444
www.bonaccigroup.com
ESOIL AND WATERDETAILS
CV-MW-00-00007
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
FOR CONSTRUCTION CERTIFICATE
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DISTURBED AREA
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DIRECTION OF FLOW
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600 MAX
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200
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BACKFILL
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GEOTEXTILE FABRIC
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MAX
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3000
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UNDISTURBED AREA
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100 MIN VERTICAL OVERLAP OF FABRIC
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1 m
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MIN
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CONSTRUCTION SITE
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300
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100 NOM DEPTH
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75mm AGGREGATE
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MIN
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1 m
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MIN
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3 m
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EXISTING, OR NEW ROADWAY
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KERB & CHANNEL
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PROPERTY ALIGNMENT
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CATTLE GRID 3.0M NOM WIDTH SET 300MM ABOVE GROUND OR TIMBER SLEEPER 100MM HIGH AT 200 CTS
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ELEVATION
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F42 FABRIC TO AS 1304 WHERE GEOFABRIC IS NOT SELF SUPPORTING
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ON GRADE KERB INLET SEDIMENT TRAP
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NOT TO SCALE
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THREE LAYERS OF SANDBAGS WITH ENDS OVERLAPPED.
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BYPASS FLOW TO INLET
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600 NOM gap between bags act as spillway
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RUNOFF
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1500 MIN
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SANDBAGS OVERLAP ONTO KERB
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4000 MIN
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GEOFABRIC FABRIC, BIDUM U34 OR SIMILAR
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POSTS OR STEEL PICKETS DRIVEN 600MM INTO GROUND
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TEMPORARY CONSTRUCTION VEHICLE ENTRY/EXIT SEDIMENT TRAP
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NOT TO SCALE
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SEDIMENT FENCE
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NOT TO SCALE
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ENSURE SANDBAGS SURROUND ENTIRE KERB INLET
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RUN OFF
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SANDBAG KERB INLET SEDIMENT TRAP
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NOT TO SCALE
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RUNOFF TO BE DIRECTED TO SEDIMENT TRAP
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UNBOUND PAVEMENT MATERIAL (GRAVEL)
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200
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150
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NOM
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MIN
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300
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ALTERNATIVE 1
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ALTERNATIVE 2
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CRUSHED OR GRANNULAR MATERIAL, GRADING TO TABLE 4 OF QT SPECIFICATION MRS11.03.
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50X50 HW STAKE OR STEEL PICKET 1200 MIN LONG
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OVERLAND FLOW
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BACKFILL
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GEOTEXTILE FABRIC AND F42
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FIX TO TOP OF STAKE WITH SHADECLOTH FASTENER OR TIE TO STEEL PICKET.
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GEOTEXTILE FABRIC AND F42
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FIX TO TOP OF STAKE WITH SHADECLOTH FASTENER OR TIE TO STEEL PICKET.
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50X50 HW STAKE OR STEEL PICKET 1200 MIN LONG
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OVERLAND FLOW
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EXISTING PIT OR GRATE AS SPECIFIED
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RUNOFF WATER WITH SEDIMENT
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FILTERED WATER
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GEOTEXTILE FILTER FABRIC WRAPPED OVER GRATE.
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GEOTEXTILE PIT FILTER 2
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NOT TO SCALE
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300mm MIN. MOUND
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NATURAL SURFACE
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300mm MAX. DEPTH
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CATCH DRAIN
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NOT TO SCALE
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FALL -1:3 MINIMUM 1:3 MINIMUM 1:6 DESIRABLE
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ALTERNATIVE SEDIMENT FENCE
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ROCK OR GRAVEL ANCHORING
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F82 MESH SUPPORT
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JUTE MESH FABRIC OR TO ENVIRONMENTAL CONSULTANTS SPECIFICATIONS
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SANDBAG OR ROCK ANCHORING
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TRENCH MESH SUPPORTS AT 2m CTRS
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ALTERNATIVE SEDIMENT FENCE NOTES 1. INSTALL THIS TYPE OF SEDIMENT FENCE WHEN USE OF SUPPORT POSTS IS NOT DESIRABLE OR NOT POSSIBLE. SUCH CONDITIONS MIGHT APPLY, FOR EXAMPLE, WHERE APPROVAL IS GRANTED FROM THE APPROPRIATE AUTHORITIES TO PLACE THESE FENCES IN HIGHLY SENSITIVE ESTUARINE AREAS. 2. USE BENT TRENCH MESH TO SUPPORT THE F82 WELDED MESH FACING AS SHOWN ON THE DRAWING ABOVE. ATTACH THE JUTE MESH TO THE WELDED MESH FACING USING UV-RESISTANT CABLE TIES. 3. STABILISE THE WHOLE STRUCTURE WITH SANDBAG OR ROCK ANCHORING OVER THE TRENCH MESH AND THE LEADING EDGE OF THE JUTE MESH. THE ANCHORING SHOULD BE SUFFICIENTLY LARGE TO ENSURE STABILITY OF THE STRUCTURE IN THE DESIGN STORM EVENT, USUALLY THE 10 YEAR EVENT.
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NOT TO SCALE
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GEOTEXTILE PIT FILTER 1
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NOT TO SCALE
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GEOTEXTILE FILTER FABRIC EMBEDDED 200 MIN INTO GROUND. REFER TO SEDIMENT FENCE DETAIL
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RUNOFF WATER WITH SEDIMENT
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FILTERED WATER
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STAR PICKETS
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GEOTEXTILE FILTER FABRIC
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GRATE AS SPECIFIED
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FLOW
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KERB INLET SEDIMENT TRAP
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GRAVEL FILLED FABRIC SILT BAG (SAUSAGE) LENGTH TO SUIT PIT LINTEL LENGTH
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A
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A
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SECTION A-A
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PLAN
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FILTERED WATER
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GEOTEXTILE FILTER FABRIC WRAPPED OVER GRATE
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RUNOFF WATER
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RUNOFF WATER
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GRAVEL FILLED FABRIC SILT BAG (SAUSAGE)
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GEOTEXTILE FILTER FABRIC WRAPPED OVER GRATE
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NOT TO SCALE
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MAY 19
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A
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ISSUED FOR 100% DD
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10.05.19
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B
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REISSUED FOR 100% DD
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12.06.19
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16.08.19
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DV
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D
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ISSUED FOR 109R SUBMISSION
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16.10.19
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DS
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E
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ISSUED FOR CONSTRUCTION CERTIFICATE
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23.10.19
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DS
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