OUTLET FOR STREAM OUTLET STRUCTURE EMBANKMENT FLOW SPILLWAY NOT TO SCALE PLAN - TYPICAL WETLAND WETLAND PLANTING BUND PERMEABLE ROCK FOREBAY BUND MAINTENANCE ACCESS FLOW ROCK APRON INLET PIPE CONVEYING SH3 RUNOFF INTERNAL SIDE SLOPES TO BE NO STEEPER THAN 9 HORIZONTAL TO 1 VERTICAL 100 YEAR ARI FLOOD LEVEL 4 1 EXTENDED DETENTION LEVEL PERMANENT WATER LEVEL 4 1 NOT TO SCALE SECTION - TYPICAL WETLAND SPILLWAY ANTI-SEEPAGE MEASURES THROUGH EMBANKMENT PERMEABLE ROCK FOREBAY BUND ROCK APRON WINGWALL INLET PIPE FOREBAY WETLAND CUT/FILL TO MEET SURROUNDING GROUND OUTLET STRUCTURE ORIFACE WITH PROTECTED BAFFLE WETLAND PLANTING BUND WETLAND PLANTING BUND SH3 STREAM DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose. C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM Original Size Revision Status Drawing Number Tab Scales Date Drawn Approved Designed Revision Description Rev Checked Drawing Checked Design This drawing is not to be used for construction purposes unless signed approved and issued For Construction Approved MMA-DES-DNG-C0-DRG-4001 MT MESSENGER BYPASS DRAINAGE TYPICAL DRAINAGE DETAILS TYPICAL WETLAND DETAILS AND SCHEDULE MMA-DES-DNG-C0-DRG-4001 A N.T.S A1 FOR CONSENT A FOR CONSENT AJW QDO'S MAK WSB LG 14/11/2017 D.KENDERDINE Wetland Schedule Wetland ID Impervious Catchment Area (m2) Pervious Catchment Area (m2) Total Catchment Area (m2) Functions W1 11900 20570 32470 Water Quality Treatment & Extended Detention W2 18600 39500 58100 Water Quality Treatment & Extended Detention W3 11580 20400 31980 Water Quality Treatment & Extended Detention NOTE: INDICATIVE CATCHMENT AREAS ONLY, SUBJECT TO DETAILED DESIGN
8
Embed
INTERNAL SIDE SLOPES TO HORIZONTAL TO 1 VERTICAL …€¦ · 14 2880 4.72 900 122 16 6.2 Type 1 YDebris Fence 15 2960 50.492550 263 26 1 Type 2 YDebris Fence 16 3800 13.641500 115
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OUTLET FOR
STREAM
OUTLET STRUCTURE
EMBANKMENT
FLOW
SPILLWAY
NOT TO SCALE
PLAN - TYPICAL WETLAND
WETLAND PLANTING BUND
PERMEABLE ROCK
FOREBAY BUND
MAINTENANCE ACCESS
FLOW
ROCK APRON
INLET PIPE CONVEYING
SH3 RUNOFF
INTERNAL SIDE SLOPES TO
BE NO STEEPER THAN 9
HORIZONTAL TO 1 VERTICAL
100 YEAR ARI FLOOD LEVEL
4
1
EXTENDED DETENTION LEVEL
PERMANENT WATER LEVEL
4
1
NOT TO SCALE
SECTION - TYPICAL WETLAND
SPILLWAY
ANTI-SEEPAGE MEASURES
THROUGH EMBANKMENT
PERMEABLE ROCK
FOREBAY BUND
ROCK APRONWINGWALLINLET PIPE
FOREBAY WETLAND
CUT/FILL TO MEET
SURROUNDING GROUNDOUTLET STRUCTUREORIFACE WITH
PROTECTED BAFFLE
WETLAND PLANTING BUNDWETLAND PLANTING BUND
SH3
STREAM
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
Approved
MMA-DES-DNG-C0-DRG-4001 MT MESSENGER BYPASS
DRAINAGETYPICAL DRAINAGE DETAILS
TYPICAL WETLAND DETAILS AND SCHEDULE MMA-DES-DNG-C0-DRG-4001 AN.T.S
NOTE: INDICATIVE CATCHMENT AREAS ONLY, SUBJECT TO DETAILED DESIGN
NOT TO SCALE
PLAN - TYPE 1 LOWLAND STREAM
Rock grade control
structure in bed
Complexity: Variety of logs and rocks that change
flow patterns and provide resting places for fish
NOT TO SCALE
SECTIONA
-
Coir logs
Rock substrate forms the base
level of stream bed intermittently
Reinforcement of the
channel at the outside
bend - keyed into bank
Large boulders and logs
for flow complexity
Low planting that is not
an impediment to flow
Margin planting into vegetated
structures at the outsides of bends
Reinforcement of the
channel at the outside
bend - keyed into bank
Low planting that is not
an impediment to flow
Large rock substrate forms
the base level and sides of
stream bed
Large boulders and logs
for flow complexity
Margin planting into
vegetated structures at
the outsides of bends
NOT TO SCALE
SECTIONB
-
NOT TO SCALE
PLAN - TYPE 2 STEEP STREAM
PoolCascade
Complexity
C
B
NOT TO SCALE
SECTIONC
-
PoolCascadePool
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
Approved
MMA-DES-DNG-C0-DRG-4002 MT MESSENGER BYPASS
DRAINAGETYPICAL DRAINAGE DETAILSSTREAM DIVERSION DETAILS MMA-DES-DNG-C0-DRG-4002 A
N.T.S
A1
FOR CONSENT
A FOR CONSENT AJW QDO'S MAK WSB LG 14/11/2017
D.KENDERDINE
VEGETATED CHANNEL FOR LOW FLOW AND/OR FLAT GRADIENTS ROCK-LINED CHANNEL FOR HIGH FLOW AND/OR STEEP GRADIENTS
NOT TO SCALE
TYPICAL SECTIONS - CONVEYANCE CHANNELS
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
EMBEDDED CULVERT BUFFLES FOR SHALLOW GRADIENT CULVERT
FISH PASSAGE DETAIL - TYPE 2
30
0 T
O 5
00
TY
PIC
AL
EXISTING GROUND
STREAM
NOT TO SCALE
SECTION - FISH PASSAGE BAFFLESB
-
45
AP
PR
OX
100m
m
R
1
5
0
CULVERT BASE
FIXED TO BASE
FLOW
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
Approved
MMA-DES-DNG-C0-DRG-4005 MT MESSENGER BYPASS
DRAINAGETYPICAL DRAINAGE DETAILS
FISH PASSAGE DETAILS MMA-DES-DNG-C0-DRG-4005 AN.T.S
A1
FOR CONSENT
A FOR CONSENT AJW QDO'S MAK WSB LG 14/11/2017
D.KENDERDINE
WINGWALL WITH HANDRAIL
ENERGY DISSIPATION AND
EROSION PROTECTION
DOWNSTREAM CHANNEL
FIL
L E
MB
AN
KM
EN
T
FISH PASSAGE (REFER TO DRAWING
MMA-DES-DNG-00-DRG-4005 FOR DETAILS)
PIPE CULVERT, SIZE VARIES,
REFER SW GA PLAN
FLO
W
WINGWALL WITH HANDRAIL
INLET EROSION PROTECTION
UPSTREAM DEBRIS
STRUCTURE
SECONDARY INLET
STATE HIGHWAY 3
SOUTHBOUND NORTHBOUND
NOT TO SCALE
TYPICAL CULVERT SECTION
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
1 240 3.82 1050 24 1.2 1 Type 1 N None2 325 1.80 825 26 1.2 1 None N None3 570 9.31 1500 36 1.2 1 Type 2 N None4 750 1.91 1500 32 1.2 1 Type 2 Y None5 870 9.41 1350 38 1.2 3 Type 2 N Debris Fence6 1310 6.82 1350 27 1.2 1 Type 2 N Debris Fence7 1520 5.78 1200 36 1.2 3 Type 2 N Debris Fence8 1690 7.95 1200 35 1.2 4 Type 1 N Debris Fence9 1860 66.78 4x1350 56 2 0.5 Type 2 Y Debris Fence10 2220 1.99 750 37 1.2 1 None N Debris Fence11 2310 1.55 900 25 4 17 Type 2 N Debris Fence12 2400 9.84 1200 74 12 7 Type 1 Y Debris Fence13 2690 1.65 600 15 1.2 14 None N Debris Fence14 2880 4.72 900 122 16 6.2 Type 1 Y Debris Fence15 2960 50.49 2550 263 26 1 Type 2 Y Debris Fence16 3800 13.64 1500 115 11 3 Type 1 Y Debris Fence17 4400 3.04 900 22 1.2 14 Type 1 Y Debris Fence18 4750 25.54 2100 29 1.2 1 Type 2 Y None19 4750 25.54 2100 24 1.2 1 Type 2 Y None20 5140 13.55 1650 40 1.2 1 Type 2 N None21 5750 11.90 1350 34 1.2 1 Type 2 Y None
FORM FLUME CHANNEL (1000mm WIDE
AND 500mm RECESSED WITHIN NATURAL
ROCK CUT-FACE TO CONTROL FLOW
FROM UPSTREAM HANGING VALLEYS
CUT-FACE BATTER
SCALE 1:10
FLUME - TYPICAL CROSS SECTIONA
-
1000 (TYP)
AT LOCATION OF HANGING VALLEYS,
500mm DEEP BY 1000mm WIDE CHANNEL
TO BE CUT INTO ROCK CUT-BATTER FACE.
A
-
SCALE 1:25
TYPICAL HANGING VALLEY FLUME
SH3
500
(AP
PR
OX
)
CUT-BATTER FACE
SHOTCRETE MAY BE REQUIRED AT
SOIL-ROCK INTERFACE TO PREVENT
SCOUR AND DEBRIS FLOW INTO FLUME
WIRE-ROPE BARRIER
CONCRETE APRON 200 THICK
AND 2.0m LONG AT BASE OF
FLUME TO PREVENT SCOUR
20MPa CONCRETE WITH
2 LAYERS OF HRC 665 MESH
SUBSOIL DRAIN IF REQUIRED
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction
Approved
MMA-DES-DNG-C0-DRG-4007 MT MESSENGER BYPASS
DRAINAGETYPICAL DRAINAGE DETAILS
FLUME DETAILS MMA-DES-DNG-C0-DRG-4007 AAS SHOWN
A1
FOR CONSENT
A FOR CONSENT AJW QDO'S MAK WSB LG 14/11/2017
D.KENDERDINE
FL
OW
RAILWAY RAILS (MIN 50kg/m)
OR 310UC97
EXISTING GROUND
HORIZONTAL RAIL FOR
STRUCTURAL SUPPORT
PROPOSED CULVERT
AND HEADWALL
NOT TO SCALE
DEBRIS FENCE UPSTREAM OF CULVERT - ELEVATIONA
-
NOT TO SCALE
DEBRIS FENCE UPSTREAM OF CULVERT - TYPICAL PLAN DETAIL
CULVERT UNDER EMBANKMENT
REFER TO CULVERT SCHEDULE
CULVERT HEADWALL
REFER TO CULVERT SCHEDULE
ROAD EMBANKMENT
TO
P O
F B
AN
K
TO
P O
F B
AN
K
PLANT VEGETATION ON ROAD
SIDE OF DEBRIS FENCE FOR
AESTHETIC PURPOSES (REFER
LANDSCAPE DRAWINGS)
DEBRIS FENCE
A
-
FL
OW
DO NOT SCALE FROM THIS DRAWING - Document copyright of Mount Messenger Alliance and its project consultants and may only be used for its intended purpose.
C:\12dSynergy\1\02.CAD_7\03.Drawings\02.Consent Drawings\MMA-DES-DNG-C0-DRG-4001_4008.dwg PRINTED BY: WEQXO0 15-Nov-17 10:11 AM
Original Size
Revision
Status
Drawing Number
Tab
Scales
DateDrawn
Approved
DesignedRevision DescriptionRev
Checked
Drawing
Checked
Design
This drawing is not to be used for construction purposes unless signed approved and issued For Construction