STANDARD DRAWING R0100-01 · 3 0 0 1.5m minimum temporary diversion bank typical cross section of d...

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

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© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

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[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0100 SOIL AND WATER MANAGEMENT SERIES

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

2

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

ROCK FILLED MATTRESS PROTECTION FORCULVERTS AT INLETS AND OUTLETS

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FISH WHERE IDENTIFIED.

LOW FLOW CHANNEL FOR

'W'

W = WIN

GW

ALL O

PE

NIN

G

1

-

1

-

SECTION

NOT TO SCALE -

1

SECTION

NOT TO SCALE -

22

-

2

-

CULVERT INLET OR OUTLET

PIPE OR BOX CULVERT

OF BATTER TO PREVENT SCOUR

IMMEDIATELY AFTER CONSTRUCTION

BEHIND HEADWALL AND WINGWALLS

PLACE TURF MINIMUM 1.0m WIDE

OR CULVERT DIAGONAL

LENGTH MINIMUM 5 × PIPE DIAMETER

BE 'DISH ' SHAPED - SEE SECTION 2

- CROSS SECTION OF MATTRESS SHOULD

FILLED MATTRESS

- PROVIDE GEOTEXTILE UNDER ROCK

INLET AND OUTLET DRAINS

- MATTRESS TO BE SHAPED TO SUIT

ROCK AND SECURELY FIXED TOGETHER

WIRE MESH MATTRESS FILLED WITH

- GALVANISED WIRE OR PLASTIC COATED

ROCKED FILLED MATTRESS DETAIL:-

175

GEOTEXTILE

IDENTIFIED

FOR FISH WHERE

LOW FLOW CHANNEL

(MATTRESS SHAPE TO SUIT INLET / OUTLET)

WATER CROSSINGS"

PRIMARY INDUSTRIES "POLICY AND GUIDELINES FOR FISH FRIENDLY

MATTRESS WORKS ARE TO ADDRESS THE NSW DEPARTMENT OF2.

SPECIFICATION R55.

FOR ROCK SIZE REFER TO ROADS AND MARITIME SERVICES1.

2

OF AN EROSION EVENT.

OF WING WALLS TO REDUCE THE RISK

PRACTICABLE FOLLOWING COMPLETION

TO BE COMPLETED AS SOON AS

INSTALLATION OF ROCK MATTRESS

PLAN

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005775

R0100-01 -

NOTES

ProjectWiseQRCodeLayer



A3


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OPIE

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PREPARED BY



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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE......................................... -


2


AND TECHNOLOGY

ROCK FILLED MATTRESS PROTECTION FORCULVERTS AT INLETS AND OUTLETS

3

--

3

-

CO

NC

RETE

CO

NC

RETE AP

RO

N

SECTION

NOT TO SCALE --

3

PLAN

(ALTERNATIVE INLET CONTROL)

TOP OF BATTER

TOP OF BATTER

ALIGNMENT TO SUIT ON SITE CONDITIONS

PIPE OR BOX CULVERT

PROVIDE 8 № 6 × 2 × 0.3 RFM = L = 13900

2 (3.0m × 1.0m × 0.5m) GABIONS

FILLED MATTRESS

SCOUR TO ACCOMODATE ROCK

BACKFILL AND TRIM EXISTING

TYP

300

FLOW

NOTES

WATER CROSSINGS"

PRIMARY INDUSTRIES "POLICY AND GUIDELINES FOR FISH FRIENDLY

MATTRESS WORKS ARE TO ADDRESS THE NSW DEPARTMENT OF2.

SPECIFICATION R55.

FOR ROCK SIZE REFER TO ROADS AND MARITIME SERVICES1.

2

-

OF AN EROSION EVENT.

OF WING WALLS TO REDUCE THE RISK

PRACTICABLE FOLLOWING COMPLETION

TO BE COMPLETED AS SOON AS

INSTALLATION OF ROCK MATTRESS

CH

AN

NEL

ISSUED

SFR


20.01.17

/DS2014_005775

R0100-01 -



A3


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CO

MPLETE IF C

OPIE

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PREPARED BY



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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

HIGHER THAN SPILLWAY

END OF STRUCTURE

1

--

1

-FOR DISSIPATION

GEOTEXTILE

ROCK OR ALTERNATIVE

TYPICAL MEDIAN/TABLE DRAIN APPLICATION

SAND BAG OR AGGREGATE BAG


END OF STRUCTURE

FUNCTION AS A DISSIPATOR TO PREVENT SCOURING

SUITABLE ALTERNATIVE PLACED DOWNSTREAM TO

SPILLWAY ABOVE MEDIAN INVERT WITH ROCK OR

BAG OVERLAP ONTO KERB

SANDBAGS OR AGGREGATE

RUNOFFACT AS SPILLWAY

GAPS BETWEEN BAGS

WITH ENDS OVERLAPPED

SANDBAGS OR AGGREGATE BAG

TYPICAL KERB APPLICATION

900 MINIMUM

2.0m MINIMUM

SECTION

NOT TO SCALE --

1 SECTION

NOT TO SCALE --

1OR

MIN

200

FOR DISSIPATION

ROCK OR ALTERNATIVE FLOW DIRECTION

90 APPROX

SEDIMENT DEPOSITIONMIN

200

FLOW DIRECTION

SEDIMENT DEPOSITION

90 APPROX

ALTERNATIVE FOR DISSIPATION

GEOTEXTILE WRAP AS

PERMITTED TO FLOW AROUND ENDS.

SPILLWAY TO BE OVER INVERT OF DRAIN, WITH DISCHARGE NOT1.

TEMPORARY SEDIMENT CONTROL BANK

-

-

-

1

ISSUED

SFR


20.01.17

/DS2014_005776

R0100-02 -

NOTES




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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

JUTE MESH AND BITUMEN DRAINS

EROSION STOP FOLD

SINGLE LAYER

MULTIPLE LAYER

OVERLAP DETAIL

PIN DETAIL

150

40 - 80

GALVANISED WIRE

4.5 GAUGE

OVERLAP

SIGNIFICANT DISH SHAPE

100

1.2m

A MINIMUM OF 8 PINS

STAPLE TOP EDGE WITH

1 PIN PER METRE

STAPLE CENTRE WITH

AT ALL TIMES

CONTACT WITH THE SOIL

THE MESH MUST BE IN

2 PINS PER METRE

STAPLE OUTER EDGE WITH

1 PIN PER METRE

STAPLE CENTRE WITH

A MINIMUM OF 15 PINS

STAPLE TOP EDGE WITH

2 PINS PER METRE

STAPLE OUTSIDE EDGE

WITH 2 PINS PER METRE

STAPLE TOP EDGE OF LAP

2.3m

NOTES

SINGLE STRIP METHODA.

TWO OR MORE STRIPS METHODB.

SUPERINTENDENTS DISCRETION FOR ENVIRONMENTAL REASONS.

ANIONIC BITUMEN TO BE APPLIED IN ALL INSTANCES EXCEPT UPON THE3.

BE MADE ON OUTER EDGES AND JOINTS.

ACCORDANCE WITH THE SPECIFICATION. A HEAVIER APPLICATION IS TO

MEDIUM SETTING ANIONIC BITUMEN EMULSION AT A RATE IN

AFTER SEEDING AND LAYING JUTE MESH, APPLY A SLOW-BREAKING2.

STRIPS.

BETWEEN ADJOINING STRIPS AND STAPLE ALONG TOP EDGE BETWEEN

PROCEED AS FOR SINGLE STRIP FOR EACH ROW. PROVIDE 150 OVERLAP1.

AND MARITIME SERVICES SPECIFICATION R11 STORMWATER DRAINAGE.

MESH), THE DRAIN SHALL BE PREPARED IN ACCORDANCE WITH ROADS

PRIOR TO PLACING THE ORGANIC FIBRE REINFORCED MESH (JUTE1.

1

SUPERINTENDENTS DISCRETION FOR ENVIRONMENTAL REASONS.

ANIONIC BITUMEN TO BE APPLIED IN ALL INSTANCES EXCEPT UPON THE8.

AND JOINTS.

EMULSION). A HEAVIER APPLICATION IS TO BE MADE ON OUTER EDGES

SPECIFICATION R111 SPRAYED BITUMINOUS SURFACING (WITH BITUMEN

ACCORDANCE WITH THE ROADS AND MARITIME SERVICES

MEDIUM SETTING ANIONIC BITUMEN EMULSION AT A RATE IN

AFTER SEEDING AND LAYING JUTE MESH, APPLY A SLOW-BREAKING7.

EACH EDGE AND 1 IN CENTRE PER METRE OF MESH.

STAPLE THE MESH ALONG EACH EDGE AND CENTRE WITH TWO PINS ON6.

DOUBLE ROW OF STAPLES.

EROSION STOP FOLD OF MESH BURIED IN SLIT TRENCH AND TAMPED;5.

OVERLAP END OF TOP STRIP 150 AND STAPLE.

OVERLAP-BURY UPPER END OF LOWER STRIP AS IN 1 AND 2.4.

LAY MESH ALONG DRAIN WITHOUT STRETCHING THE MESH.3.

- MINIMUM NUMBER 8.

TAMP THE TRENCH FULL OF SOIL. SECURE WITH A ROW OF PINS2.

(JUTE MESH) IN A TRENCH 150 OR MORE IN DEPTH.

BURY THE TOP END OF THE ORGANIC FIBRE REINFORCED MESH STRIP1.

ISSUED

SFR


20.01.17

/DS2014_005777

R0100-03 -




A3


05

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

DIVERSION BANK AND OUTLET SPREADING SYSTEM

CHANNEL

EARTH BANK

EARTH BANK

CHANNEL

OUTLET SIL

L

PERMANENT DIVERSION BANK

TYPICAL CROSS SECTION OF

DIRECTION OF FLOW

2.0M MIN.

DIRECTION OF FLOW

MIN

300

1.5m MINIMUM

TEMPORARY DIVERSION BANK

TYPICAL CROSS SECTION OF

DIR

ECTIO

N O

F F

LO

W

DIR

ECTIO

N O

F F

LO

W

OUTLET SILL (I.E. LEVEL)

SPREADING SYSTEM OUTLET

DIVERSION BANK AND

CONSTRUCTED ON 1% TO 5% GRADE.

PARABOLIC (OR TRAPEZOIDAL) CHANNEL

300

OR WITHOUT CHANNEL

CAN BE CONSTRUCTED WITH

2(H):1(V) MAX.

ALL BATTER GRADES

300

WITH A GRADER ON A 1% TO 5% GRADE.

'V' CHANNEL USUALLY CONSTRUCTED

PERMANENT DIVERSION BANKS

TEMPORARY DIVERSION BANKS

SPILLWAY DETAIL

THE RUN-OFF ORIGINATED.

UNDISTURBED GROUND) WITHIN THE SAME CATCHMENT FROM WHICH

DISCHARGED ONTO A STABLE AREA (E.G. ROCKS, NATURAL

OUTLETS FROM BANKS DRAINING UNDISTURBED AREAS TO BE9.

SEDIMENT BASIN, SEDIMENT FENCE OR SIMILAR).

GROUND) AND THEN INTO A SEDIMENT CONTROL IF POSSIBLE (E.G.

DISCHARGE ONTO A STABLE AREA (E.G. ROCKS, NATURAL UNDISTURBED

OUTLETS FROM BANKS BELOW DISTURBED CONSTRUCTION AREAS TO8.

JUTE MESH).

CONSTRUCTION (E.G. CHANNEL LINING WITH ORGANIC REINFORCED

ANY STABILISATION WORKS TO BE COMPLETED WITHIN 10 DAYS OF7.

FLOW.

CHANNELS TO BE FREE OF IRREGULARITIES THAT WILL IMPEDE NORMAL6.

COMPACTED TO PREVENT FAILURE.

EARTH BANKS TO BE 'KEYED' INTO EXISTING SURFACE AND MACHINE5.

POSSIBLE.

THE REMOVAL OF TREES AND SHRUBS TO BE AVOIDED WHERE4.

CONSIDERED WHERE ERODIBLE SOILS EXIST.

CHANNEL GRADES TO BE 1% TO 5%. CHANNEL PROTECTION TO BE3.

NOT U-SHAPED.

CHANNELS TO BE PARABOLIC OR TRAPEZOIDAL CROSS-SECTION AND2.

LOCATION TO BE SHOWN ON DESIGN DRAWINGS.1.

REQUIRED.

BANKS TO BE INSPECTED AFTER STORM EVENTS AND REPAIRED AS7.

DISTURBED AREAS AND NOT BE TOO SHORT.

TRAP, GEOTEXTILE BATTER DRAIN). BANK OUTLETS TO EXTEND PAST

ROCKS, NATURAL UNDISTURBED GROUND, TIMBER WINDROW, SEDIMENT

OUTLETS FROM BANKS TO DISCHARGE ONTO A STABLE AREA (E.G.6.

TYPE.

SPACING BETWEEN BANKS TO BE DEPENDENT UPON SLOPE AND SOIL5.

BANKS TO BE ADEQUATELY MACHINE COMPACTED TO PREVENT FAILURE.4.

CHANNEL GRADES TO BE 1% TO 5%.3.

OVERNIGHT, WEEKEND).

CONSTRUCTED BY A GRADER TO FUNCTION OVER A SHORT PERIOD (E.G.

V-SHAPED CHANNELS ARE ACCEPTABLE AS THE BANKS ARE USUALLY2.

PROTECT WORKS (I.E. MAY REGULARLY CHANGE).

LOCATIONS SELECTED CONTINUALLY DURING CONSTRUCTION TO1.

AREA BELOW, AND AT END OF, OUTLET NOT TO BE DISTURBED.3.

UNDISTURBED OR STABILISED GROUND.

OUTLET SILL TO FINISH FLUSH WITH NATURAL SURFACE ON2.

OUTLET TO BE LEVEL AND MINIMUM 2 METRES IN LENGTH.1.

2

ISSUED

SFR


20.01.17

/DS2014_005778

R0100-04 -

NOTES




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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


2


AND TECHNOLOGY

DIVERSION BANK AND OUTLET SPREADING SYSTEM

DIVERSION BANK

TEMPORARY

ON CONTOUR

WINDROW OF TIMBER

EXTE

NT O

F C

LE

AR

ED A

RE

A

180

190

200

LIMIT OF CLEARING

BANK OUTLETS.

LEVEL SPILL

LIMIT OF CLEARING

OR OUTLETS

GRADED CONTOUR DYKES

SPLIT FLOW SYSTEM INTERRUPTED SPREADING SYSTEM

SPUR

0.5% GRADE

0.5% GRADE

TABLE DRAIN

INTERVALS

FURROWS AT CLOSE

SERIES OF CONTOURSMALL BANKS

ABSORPTION SYSTEM

CONTOUR FURROW

ABSORPTION SYSTEM

DIVERSION BANK

OUTLET SPREADING SYSTEMS

DIVERSION BANKS

TYPICAL LOCATIONS OF TEMPORARY

DIRECTION OF FLOW

DIV

ERSIO

N B

AN

K

TE

MP

OR

AR

Y

OF F

LO

W

DIR

EC

TIO

N

DIVERSION BANK

TEMPORARY

DIVERSION BANK

TEMPORARY

2

ISSUED

SFR


20.01.17

/DS2014_005778

R0100-04 -



A3


05

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AR

ED IN C

OLO

UR A

ND M

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E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................



AND TECHNOLOGY

CHECK DAMS IN DRAINS AND GULLIES

DIRECTION OF FLOW

TRAPPED SEDIMENT

SERIES OF CHECK DAMS

SERIES OF CHECK DAMS

AGGREGATE CHECK DAM

CROSS SECTION OF AGGREGATE CHECK DAM

CROSS SECTION OF STRAW BALE CHECK DAM

CROSS SECTION OF SEDIMENT FENCE CHECK DAMDEPOSITION

AREA OF SEDIMENT

SIDE OF DRAIN

OF FLOW

DIRECTION

GEOTEXTILE FOR EXTRA STRENGTH)

AGGREGATE (I.E. MAY BE WRAPPED IN

INTO GROUND

ROCK TRENCHED 200

150 MIN SPILLWAY 150 MIN

FOR MORE STRENGTH

ALONG TOP OF FENCE

WIRE MAY BE SECURED

STAR PICKET OR WOODEN STAKE

ECAFRUS LARUTAN


END OF STRUCTURE

HORIZONTAL STAKE TO CREATE A 'WINDOW'

CUTTING THE SEDIMENT FENCE AND SECURING OVER THE(II)

THE HEIGHT OF THE SEDIMENT FENCE32

TO 21

A HEIGHT OF

SECURING HORIZONTAL STAKE TO VERTICAL STAKES (2) AT(I)

SPILLWAY CREATED BY:-

SPILLWAY

ECAFRUS LARUTAN

ECAF

RUS LARUTAN

ECAFRUS LARUTAN

SPILLWAY (E.G. ROCK)

DISSIPATOR BELOW

SEDIMENT FENCE

INTO GROUND

ENTRENCHED 200

SEDIMENT FENCE

SPILLWAY

HIGHER THAN

STRUCTURE

END OF

PER BALE

WITH 2 STAKES

BALES STAKED

TOP OF BALE

SPILLWAY OVER

STRAW BALES

SPILLWAY

HIGHER THAN

STRUCTURE

END OF HIGHER THAN SPILLWAY

END OF STRUCTURE

INTO GROUND

ENTRENCHED 200

STRAW BALES

SPILLWAY (E.G. ROCK)

DISSIPATOR BELOW

ECAFRUS LARUTAN ECAFRUS LARUTAN

AS REQUIRED.

CHECK DAMS TO BE INSPECTED AFTER STORM EVENTS AND REPAIRED7.

(REFER TO DIAGRAM ABOVE).

LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM CHECK

CHECK DAMS TO BE SPACED SO THE TOE OF THE UPSTREAM CHECK IS6.

CHECK DAMS (E.G. ROCK, SAND BAGS).

SOME FORM OF DISSIPATION MAY BE REQUIRED BELOW SPILLWAYS OF5.

SPILLWAY TO BE LESS THAN 1 METRE ABOVE INVERT OF DRAIN.4.

PERMITTED TO FLOW AROUND ENDS.

SPILLWAY TO BE OVER INVERT OF DRAIN WITH DISCHARGE NOT3.

BASE AND SIDES AND SECURELY BACKFILLED.

CHECK DAMS TO BE TRENCHED 200 mm INTO GROUND SURFACE ON2.

SHEET PILING, ETC.)

(E.G. STRAW BALES, SEDIMENT FENCE, ROCK & GEOTEXTILE,

CHECK DAMS MAY BE CONSTRUCTED OF A VARIETY OF MATERIALS1.

NOTES

1 1

ISSUED

SFR


20.01.17

/DS2014_005779

R0100-05 -




A3


05

10

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35

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45

50m

m O

N A

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RIGIN

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THIS D

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WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

DROP DOWN STRUCTURES

TEMPORARY BATTER DRAIN ON EMBANKMENTS

EMBANKMENT CONSTRUCTION

DOWN STREAM

THIS DIRECTION

SLOPE IN

ROAD SURFACE TO

OR BASIN.

SEDIMENT TRAP

SEDIMENT CONTROL AT OUTLET

SURFACEROAD

ORIGINAL GROUND

NATURAL

SURFACE

FILL SECTION

EARTH BUND

BATTER DRAIN

DRAINAGE LINE

CULVERT OUTLET

DRAINAGE LINE

THIS DIR

EC

TIO

N D

URIN

G C

ONSTR

UC

TIO

N

RO

AD S

URF

AC

E T

O S

LOPE

EARTH BUND

BATTER DRAIN

DOWN DRAIN (I.E. SIDES & MIDDLE)

AT REGULAR INTERVALS

GEOTEXTILE STAKED

'DISH' DRAIN

GEOTEXTILE LINED

(EG. ROCK)

DISSIPATOR

FILL BATTER

BACKFILED AT TOP OF DRAIN

GEOTEXTILE TRENCHED AND

ROCK BUND AT INLET

PLACE 100 HIGH

INTO BATTER DRAIN.

REQUIRED TO DIVERT RUN-OFF

TEMPORARY BANK MAY BE

500 WIDE X 200 HIGH

COMPACTED BUND

RUN-OFF INTO THE BATTER DRAIN.

BANK MAY BE REQUIRED TO HELP DIVERT

INTO TEMPORARY BATTER DRAIN. A TEMPORARY

OF EACH DAYS FILL OPERATION TO DISCHARGE

LEAVE BUND AT TOP OF SLOPE AT THE END

500 WIDE X 200 HIGH

COMPACTED BUND

(E.G. GEOTEXTILE LINED)

TEMPORARY BATTER DRAIN

DRAIN OUTLET

(E.G. ROCK)

DISSIPATOR

RUN-OFF INTO A BATTER DRAIN.

A TEMPORARY BANK MAY BE REQUIRED TO DIVERT FORMATION1.

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005780

R0100-06 -




A3


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AR

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OLO

UR A

ND M

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E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

TEMPORARY EROSION CONTROL SILT FENCE

.

.

.

.

.

.

.

.

.

.

.

..

.

.

..

.

..

.

.

..

. .

.

. .

.

.

.

.

.

.

.

. ....

.

..

.

.

.

0

0

.

..

.

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.

.

.

...

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.

.

.

.

..

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..

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..

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. .

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.

.

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.

.

.. . .

...

.

.

..

.

.

0

0

.

..

DETAIL OF SILT FENCE

DIREC

TION O

F FLO

W

BACKFILL

SELF-SUPPORTING GEOTEXTILE

AT MAXIMUM 3.0m CENTRES

(OR WOODEN POSTS)

1500 STAR PICKETS

150

150 600 MINIM

UM

500 T

O 600

150

CONTROL.

USE ONLY APPROVED GEOTEXTILE MATERIAL SUITABLE FOR SEDIMENT6.

MANUFACTURER.

WITH WIRE TIES OR AS RECOMMENDED BY GEOTEXTILE

FIX SELF-SUPPORTING GEOTEXTILE TO UPSLOPE SIDE OF OF POSTS4.

BACKFILL TRENCH OVER BASE OF GEOTEXTILE.3.

COMPACTED TO PREVENT SCOURING.

THE BOTTOM OF THE GEOTEXTILE TO BE ENTRENCHED AND SUITABLY

DIG A 150 DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR2.

3.0m APART.

DRIVE 1.5m LONG STAR PICKETS OR WOODEN POSTS INTO GROUND,1.

NOTES

2

ISSUED

SFR


20.01.17

/DS2014_005781

R0100-07 -




A3


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50m

m O

N A

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AL

THIS D

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AR

ED IN C

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UR A

ND M

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CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


2


AND TECHNOLOGY

TEMPORARY EROSION CONTROL SILT FENCE

TOE OF FILL

FILL BATTERFILL BATTER

TOE OF FILL

FO

RM

ATIO

N

CU

LVE

RT U

ND

ER

TOP OF FORMATION

FILL BATTERFILL BATTER

TOE OF FILL

TOE OF FILL

BASIN

SEDIMENT

TURN UP

TURN UP

UNDISTURBED AREA

RUNOFF

EMBANKMENTBUND ALONG TO

P OF BATTE

R TO DISC

HARGE INTO BATTE

R DRAINSROAD

RUNOFF

UNDISTURBED AREA

GENERAL FEATURES OF ROADWAY EROSION AND SEDIMENTATION CONTROL

AT AN ANGLE TO ENSURE SEDIMENT DEPOSITION.●

MINIMUM 3 METRES.●

ATTACHED TO MAIN FENCE TO ENSURE NO GAPS.●

TURNUPS TO BE:

DIRECTION O

F FLOW

SEDIMENT FENCE

SEDIMENT DEPOSITION

VEGETATED AREA

CULVERT INLET PROTECTION OF FLOW

DIRECTION

SEDIMENT FENCE

TO DISCHARGE INTO BATTER DRAINS

BUNDS ALONG TOP OF BATTER

BASIN WALL

BASIN SPILLWAY

OF FLOW

DIRECTION

(I.E. CLEAN WATER)

CATCH DRAIN

PROTECTION

CULVERT OUTLET

SEDIMENT FENCE

ENTERING NEIGHBOURING LANDS

RUNOFF FILTERED BY FENCE BEFORE

NOTES

2

DETAIL OF TURNUPS

AS REQUIRED.

FENCES TO BE INSPECTED AFTER STORM EVENTS AND REPAIRED7.

TURN-UPS SHOULD BE INSTALLED AS SHOWN IN DETAIL.

IF IT IS NECESSARY TO CONSTRUCT A FENCE ACROSS THE SLOPE,6.

THE MAXIMUM SLOPE LENGTH ABOVE THE FENCE IS 60 METRES.(II)

THE AREA DRAINING TO THE FENCE IS 0.6 HECTARES OR LESS:(I)

FENCES HAVE THE FOLLOWING DESIGN LIMITS FOR OPTIMUM FUNCTION:5.

RATES EXCEED THE CAPACITY TO FILTER WATER.

FENCES TO HAVE A STABLE OVERFLOW POINT IN THE EVENT FLOW4.

MAINTAINED.

AVOIDED SO THAT CAPACITY ALONG THE ENTIRE LENGTH IS

CONCENTRATED FLOWS TO A SMALL AREA OF THE FENCE TO BE3.

BUILDUP OF SEDIMENT.

THE ENDS OF FENCES TO BE TAPERED UPHILL TO CONTAIN THE2.

FILTER RUNOFF UNIFORMLY ALONG THE FENCE.

SEDIMENT FENCES TO BE ERECTED ALONG A TERRAIN CONTOUR TO1.

ISSUED

SFR


20.01.17

/DS2014_005781

R0100-07 -



A3


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50m

m O

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3 SIZ

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G M

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REP

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ED IN C

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UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

DROP INLET SEDIMENT TRAPS

WITH SEDIMENT

RUNOFF WATER

WATER

FILTERED

WATER

FILTERED

WITH SEDIMENT

RUNOFF WATER

200 INTO SOIL

FILTER BURIED

GEOTEXTILE

200

STAKE SUPPORT

GEOTEXTILE FILTER

GEOTEXTILE FILTER DROP INLET SEDIMENT TRAP

WITH GRATE

DROP INLET

STAKES CONCRETE BLOCKS

DROP INLET WITH GRATE

GRAVEL FILTER

GEOTEXTILE AND GRAVEL DROP INLET SEDIMENT TRAP

BLOCK AND GRAVEL KERB INLET SEDIMENT TRAP

BLOCK AND GRAVEL DROP INLET SEDIMENT TRAPSEDIMENT

500 MINIMUM

GRAVEL 300 MINIMUM DEPTH

GEOTEXTILE FILTER

WITH SEDIMENT

RUNOFF WATER

CONCRETE BLOCKS

KERB INLET

GRAVEL FILTER

SEDIMENT

WITH SEDIMENT

RUNOFF WATER

GEOTEXTILE FILTER

WOLFREVO

DROP INLET WITH GRATE

FILTERED WATER

CONCRETE BLOCKS

WOLFREVO

GEOTEXTILE FILTER

WITH SEDIMENT

RUNOFF WATER

SEDIMENT

CONCRETE CHANNEL

100 × 50 TIMBER STUDFILTERED WATER

KERB INLET

2

GEOTEXTILE FILTER

ISSUED

SFR


20.01.17

/DS2014_005782

R0100-08 -




A3


05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

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RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


2


AND TECHNOLOGY

DROP INLET SEDIMENT TRAPS

UTILISING AN EXCAVATED TRENCH

SEDIMENT TRAP AT DROP INLET

TO PIPE

INLET

DROP

FLOW

FLOW

FLOW

FLOW

TO TRAP SEDIMENT

EXCAVATED TRENCH

PIPE

OF RUNOFF

DIRECTION

50 × 50 × 900

STAKES

BEHIND BALES

SEDIMENT TRAPPED

INTO GROUND

100 TO 150

BALES EMBEDDED

WITH A CATCHMENT FROM ALL DIRECTIONS

SEDIMEMNT TRAP AT DROP INLET USING STRAW BALES

SEDIMENT TRAP AT DROP INLET UTILISING SAND BAGS

FLOW

BEHIND SANDBAGS.

SEDIMENT TRAPPED

BY-PASSING INLET

PREVENT WATER FLOWS

SANDBAG BARRIER TO

DESILTING BAG LAYER.

MUST BE HIGHER THAN

ENDS OF SANDBAG BARRIER

BENEATH OR BETWEEN BAGS

TO PREVENT FLOWS PASSING

SANDBAGS PLACED AND COMPACTED

EMBEDDED 50

OF SANDBAGS

BOTTOM LAYERDESILTING BAG LAYER

MUST BE HIGHER THAN

SANDBAG BARRIER

OPENING TO DESILT FLOWS

AROUND DROP INLET

SANDBAGS PLACED SECURELY

50 × 50 × 900

STAKES

FLOW

CENTRE OF BALE

DIRECT FLOWS OVER

EARTH PLACED TOBEHIND BALE.

SEDIMENT TRAPPED

100 INTO GROUND

BALE EMBEDDED

EMBEDDED 50

OF SANDBAGS

BOTTOM LAYER

DROP INLET

LIP OF DROP INLET

BE HIGHER THAN INLET

SANDBAG BARRIER MUST

SEDIMENT TRAP AT DROP INLET UTILISING SANDBAGS AND AN EXCAVATION

BENEATH OR BETWEEN BAGS.

TO PREVENT FLOWS PASSING

SANDBAGS PLACED AND COMPACTED

DESILTING BAG LAYER.

MUST BE HIGHER THAN

ENDS OF SANDBAG BARRIER

BY-PASSING INLET.

PREVENT WATER FLOWS

SANDBAG BARRIER TO

TRAP SEDIMENT.

EXCAVATION TOFLOW

DROP INLET

DROP INLET

2

STRAW BALES IN NARROW CHANNEL.

SEDIMENT TRAP AT DROP INLET UTILISING

ISSUED

SFR


20.01.17

/DS2014_005782

R0100-08 -



A3


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10

15

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25

30

35

40

45

50m

m O

N A

3 SIZ

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AL

THIS D

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WIN

G M

AY B

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REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

TYPICAL OUTLET SEDIMENT TRAPS

. ......

..

. ..

......

. ....

.......

......

....

..

.. .

.... . ..

......... ... ..

.. .... . . ....

....

....

. ....

..... ... . . ...

00

... ....

00 .:

FILL BATTER

(SINGLE PIPE OUTLET)

MULTIPLE PIPE OUTLET

TEMPORARY SETTLING BASIN AT OUTLETS

Ø 300 PIPE

Ø 150 PIPE

Ø 100 PIPE

SANDBAG DAM

RIP RAP

EARTH EMBANKMENT

OUTLET PROTECTION

FLOW

FOR STORAGE

EXCAVATE IF NECESSARY

1000

450

RISER Ø 150

PERFORATED

WELDED ALL ROUND

OR FLATTER

ALL SLOPES 2 : 1

1500

(OUTLET ONLY)

EMBEDDED 250

SPILLWAY BALE

BOX OF STRAW BALES

SILT TRAPPED WITHIN

(AS REQUIRED)

RIP RAP 100-300

2 STAKES PER BALE

STAKES 50X50X90

TOGETHER WITH NO GAPS

BALES BUTTED FIRMLY

INTO GROUND

BALES EMBEDDED 100

1

SILT TRAP AT CULVERT OUTLET

ISSUED

SFR


20.01.17

/DS2014_005783

R0100-09 -




A3


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35

40

45

50m

m O

N A

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THIS D

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WIN

G M

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E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

SEDIMENTATION BASIN (TYPE C SOILS)

FLOW

FLOW

INFLOW

31

21

2 : 1

*

*

RATIO 3 : 1 MINIMUM

LENGTH × WIDTH*

SEDIMENT STORAGE ZONE

EMERGENCY SPILLWAY

ROCK MATTRESS 1

--

1

--

SECTION

NOT TO SCALE --

1

VARIABLE

STREAM CHANNEL

VARIABLE TO SUIT EXISTING

MATTRESS 230 DEEP

ROCK FILLEDREFER TO NOTE 13

PROTECTION

OUTLET

EARTH EMBANKMENT

COMPACTED

PRIMARY OUTLET

ZONE

SETTLING

SEDIMENT

ZONE

STORAGE

SEDIMENTDEVICE AND TRACH RACK.

FITTED WITH AN ANTI-VORTEX

RISER PIPE OPEN AT TOP,

600 MIN300 MIN 750 MIN

SPILLWAY

EMERGENCY

CREST OF

WEIGHTED BASEA

--

PIPE 250 MIN.COLLAR

SEEPAGE

OUTLET

PRIMARY

AND COMPACTED

BACKFILLED WITH IMPERMEABLE CLAY

CUT-OFF TRENCH 600 MINIMUM DEPTH

MESH AND PIPE (50 MIN)

SPACERS BETWEEN

RISER PIPE

PERFORATED

WIRE MESH

GEOTEXTILE

NEEDLE-PUNCHED

DETAIL

NOT TO SCALE

A

--

AS ANTI-VORTEX DEVICES

TO TOP OF OUTLET

CROSS PIECES ATTACHED

2 × 30 × 30 METAL ANGLE

150 MIN

TRASH RACK / ANTI-VORTEX DEVICE

350 MIN

150 MIN

2

--

LENGTH

WID

TH 2

--

SECTION

NOT TO SCALE --

2

PLAN

ON SITE.

CONCRETE, GRADING, RIP-RAP AND PLACED ROCK, TO BE DETERMINED

ALTERNATE TREATMENTS TO MATTRESS AT INLET AND OUTLET,SUCH AS13.

OTHER REQUIREMENTS.

'MANAGING URBAN STORMWATER - SOILS AND CONSTRUCTION' FOR

REFER TO NSW DEPARTMENT OF ENVIRONMENT CLIMATE CHANGE12.

DESIGN CAPACITY OCCURS AND SEDIMENT REMOVAL IS REQUIRED.

11. PLACE A "FULL OF SEDIMENT" MARKER TO SHOW WHEN LESS THAN

DOES NOT DRAIN FREELY WITHIN FOUR DAYS.

GEOTEXTILE TO BE PLACED WITH THE SPECIFIED MATERIAL IF BASIN10.

CONSTRUCT EMERGENCY SPILLWAY 300mm ABOVE TOP OF RISER PIPE.9.

DOWNSTREAM.

FORM BATTER GRADES AT 2(H) : 1(V) UPSTREAM AND 3(H) : 1(V)8.

INSTALL PIPE OUTLET WITH SEEPAGE COLLARS.7.

MOISTURE CONTENT.

SPREAD FILL IN 100 TO 150 LAYERS AND COMPACT AT OPTIMUM6.

DEEP TO HELP BOND COMPACTED FILL TO EXISTING SUBSTRATE.

PREPARE THE SITE UNDER THE EMBANKMENT BY RIPPING AT LEAST 1005.

OR FOREIGN MATERIAL.

SELECT FILL THAT IS FREE FROM ROOTS, WOOD, ROCK, LARGE STONES4.

MATERIALS WITH EQUIPMENT TO 95 PER CENT COMPACTION.

MAINTAIN THE TRENCH FREE OF WATER AND RECOMPACT THE3.

GULLY WALL ABOVE THE TOP OF THE RISER PIPE.

EMBANKMENT 600 DEEP AND 1200 WIDE EXTENDING TO A POINT ON THE

FORM A CUTOFF TRENCH UNDER THE CENTRELINE OF THE2.

AND FROM WITHIN THE STORAGE AREA.

REMOVE ALL VEGETATION AND TOPSOIL FROM UNDER THE DAM WALL1.

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005784

R0100-10 -




A3


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m O

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G M

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REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

SEDIMENTATION BASIN (TYPE D AND F SOILS)

INFLOW


RATIO 3 : 1 MINIMUM

LENGTH × WIDTH*

*

*

EMERGENCY SPILLWAY

ROCK MATTRESS 1

--

1

--

EARTH EMBANKMENT

COMPACTED

VARIABLE

2 : 1

REFER TO NOTE 11

STREAM CHANNEL

VARIABLE TO SUIT EXISTING

MATTRESS 230 DEEP

ROCK FILLED

SECTION

NOT TO SCALE --

1

INFLOW


SEDIMENT SETTLING ZONE

ORIGINAL GROUND LEVEL

600 MIN

WATER DEPTH 1500 MIN

750 MIN

AND COMPACTED

BACKFILLED WITH IMPERMEABLE CLAY

CUT-OFF TRENCH 600 MINIMUM DEPTH

CREST OF SPILLWAY

3

1

2

1

LENGTH

WID

TH

PLAN

2

--

2

--

SECTION

NOT TO SCALE --

2

DETERMINED ON SITE.

AS CONCRETE, GRADING, RIP-RAP AND PLACED ROCK, TO BE

ALTERNATE TREATMENTS TO MATTRESS AT INLET AND OUTLET, SUCH11.

OTHER REQUIREMENTS.




PLACE A "FULL OF SEDIMENT" MARKER TO SHOW WHEN LESS THAN9.

MANAGEMENT PLAN (SWMP).

REHABILITATE STRUCTURE IN ACCORDANCE WITH SOIL AND WATER8.

CONSTRUCTION.

CONSTRUCT EMERGENCY SPILLWAY AT SAME TIME AS BASIN7.

MOISTURE CONTENT.

SPREAD FILL IN 100 TO 150 LAYERS AND COMPACT AT OPTIMUM6.

100 mm DEEP TO HELP BOND COMPACTED FILL TO EXISTING SUBSTRATE.

PREPARE THE SITE UNDER THE EMBANKMENT BY RIPPING AT LEAST5.





GULLY WALL ABOVE THE RISER SILL LEVEL.

EMBANKMENT 600 DEEP AND 1200 WIDE EXTENDING TO A POINT ON THE




NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005785

R0100-11 -




A3


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10

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30

35

40

45

50m

m O

N A

3 SIZ

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RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


1


AND TECHNOLOGY

LINE IF POSSIBLE

OUTLET AT CUT/FILL

EDGE OF SHOULDER

ACCESS

RA

MP 4 T

O 1

A) MIN. REQUIRED SPILL CAPACITY

B) MIN. REQUIRED SPILL CAPACITY

C) MIN. REQUIRED SPILL CAPACITY

NATURAL SURFACE

Ø250 PLASTIC PIPE

SPILLWAY LEVEL

CONSTRUCTION DRAWINGS

REQUIRED BY

INFLOW PIPE WHERE

2

2

3

2

2

2

1

2

1

2

4

2

4

2

TO BE DETERMINED ON SITE

LOCATION AND DETAILS OF INFLOW3.0

m

WID

E E

MB

AN

KM

EN

T

OR AS DETERMINED ON SITE

CONSTRUCTION DRAWINGS

TO BE AS SHOWN ON

LOCATION OF SPILLWAY

PLAN

SEE NOTE 13

W

L

3.0m

3.0m

SEE DETAIL DIAGRAM

PVC PIPES

NEGATIVELY GRADED

MINIMUM 3 × Ø150

STEEL CLAMPING BANDS

CLAMP WITH 2 STAINLESS

Ø50 G.I. PIPE SUPPORT POST

SEE NOTE 9

300

900

300

FOR EARTH BASED PONDS

POLE PUSHED IN 600MINIMUM

PONDS WITH ROCK BASE.

15 MPa CONCRETE FORAIRTIGHT JOINT

SEE NOTE 7RIP-RAP

LOW FLOW PIPE OUTLET DETAIL

FROM TYPE D AND F SEDIMENTATION BASIN)

(LOW FLOW PIPE MAY NOT BE REQUIRED IF CONVERTING

MA

X

2.0

m

1

2

750

3000TO TOP OF PIPE

PROVIDE REMOVABLE CAP

CENTRES ON 4 RUNS.

WITH Ø20 HOLES AT 100

Ø250 HDPE RISER PIPE

CONSTRUCTION PHASE

- CAP BOTH ENDS DURING

FOR EXPECTED FLOW

GRADED PVC PIPES OR DESIGNED

- MIN. 3 X Ø150 NEGATIVELY

POLLUTION CONTROL:- POST-CONSTRUCTION

1

2

600

RELEASE AFTER SEDIMENTATION

- STOP VALVE FOR CONTROLLED

- SET IN LOW POINT OF BASIN

- LOW FLOW OUTLET PIPE

POLLUTION CONTROL:- CONSTRUCTION

SECTION

NOT TO SCALE --

5

5

--

5

--

SEE NOTE 15

OUTLET PIPE

LOW FLOW

3 3

NOTES

SPILL BASINCOMBINED SEDIMENTATION AND ACCIDENTAL

2

CAPTURED THEN AREAS A), B), C) ARE EACH 50m TOTALLING 150m.

FOR EXAMPLE, IF A VOLUME OF 50 000 LITRES IS REQUIRED TO BE

EQUALLY DEPENDENT UPON AMOUNT OF SPILL TO BE CAPTURED.

MINIMUM REQUIRED CAPACITY SHOWN AS AREAS A), B) AND C) ARE15.

DETERMINED ON SITE.

AS CONCRETE, GRADING, RIP-RAP AND PLACED ROCK, TO BE

ALTERNATE TREATMENTS TO MATTRESS AT INLET AND OUTLETS, SUCH14.

CONSTRUCTION DRAWINGS REFER TO THIS POINT :-

LOCATION AND LEVEL OF SEDIMENTATION BASIN SHOWN ON THE13.

OTHER REQUIREMENTS.




PLACE A "FULL OF SEDIMENT" MARKER TO SHOW WHEN LESS THAN11.

DOES NOT DRAIN FREELY WITHIN FOUR DAYS.

GEOTEXTILE TO BE PLACED WITH THE SPECIFIED MATERIAL IF BASIN10.

REFER TO DETAIL DIAGRAM.

CONSTRUCT EMERGENCY SPILLWAY 300mm ABOVE TOP OF RISER PIPE.9.

DOWNSTREAM.

FORM BATTER GRADES AT 2(H) : 1(V) UPSTREAM AND 3(H) : 1(V)8.

INSTALL PIPE OUTLET WITH SEEPAGE COLLARS.7.

MOISTURE CONTENT.

SPREAD FILL IN 100mm TO 150mm LAYERS AND COMPACT AT OPTIMUM6.

100mm DEEP TO HELP BOND COMPACTED FILL TO EXISTING SUBSTRATE.

PREPARE THE SITE UNDER THE EMBANKMENT BY RIPPING AT LEAST5.





ON THE GULLY WALL ABOVE THE TOP OF THE RISER PIPE LEVEL.

EMBANKMENT 600mm DEEP AND 1200mm WIDE EXTENDING TO A POINT




ISSUED

SFR


20.01.17

/DS2014_005786

R0100-12 -




A3


05

10

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40

45

50m

m O

N A

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RIGIN

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THIS D

RA

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G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................


2


AND TECHNOLOGY

COMBINED SEDIMENTATION AND ACCIDENTALSPILL BASIN

NATURAL

2 : 1

SURFACE

2 : 1

LEVEL

2 : 1

2 : 1 2 : 1

3.0m

W

d (2.0m MAX)

NON WOVEN GEOTEXTILE.

MECHANICALLY BONDED

230 DEEP

ROCK FILLED MATTRESS

SECTION

NOT TO SCALE 1

1

SECTION

NOT TO SCALE 1

2

SECTION

NOT TO SCALE 1

3 SECTION

NOT TO SCALE 1

4

COVER OVER PIPE TO BE 500

INFLOW PIPE MINIMUM

ROCK FILLED MATTRESS 230 DEEP (TYP.)

3.0m

3.6m

L

(2.0m MAX)d

750

SPILLWAY

(SEE SHEET 1)

REFER NOTE 5

VARIABLE(SEE SHEET 1)

REFER NOTE 5

230 DEEP


(SEE SHEET 1)

REFER NOTE 5

VARIABLE 230 DEEP


2

ISSUED

SFR


20.01.17

/DS2014_005786

R0100-12 -

STANDARD DRAWING R0100-01 · 3 0 0 1.5m minimum temporary diversion bank typical cross section of d...

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