ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

SCHEDULE OF DRAWINGS

STORMWATER PLANS

PROPOSED DEVELOPMENT98 REDMYRE ROAD, STRATHFIELD

G1.

G2.

G3.

G4.

G6.

G7.

G8.

G9.

G5.

D1.

D2.

D3.

D4.

D5.

D6.

D7.

D8.

D9.

D10.

D11.

D12.

D13.

D14.

E1.

E2.

E3.

E4.

E5.

E6.

E7.

E8.

E9.

E10.

E11.

E12.

E13.

E14.

E15.

GENERAL NOTES

THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED.

DIMENSIONS SHALL NOT BE OBTAINED BY SCALING FROM THE DRAWINGS. REFER

ARCHITECTS DRAWINGS FOR ALL DIMENSIONS.

REFER ANY DISCREPANCY TO THE ENGINEER/ARCHITECT.

MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE APPROPRIATE SAA

SPECIFICATIONS OR CODE AND WITH THE REQUIREMENTS OF THE RELEVANT LOCAL

AUTHORITY.

THE ALIGNMENT AND LEVEL OF ALL SERVICES SHOWN ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL CONFIRM THE POSITION AND LEVEL OF ALL SERVICES PRIOR TO

COMMENCEMENT OF CONSTRUCTION. ANY DAMAGE TO SERVICES SHALL BE RECTIFIED AT

THE CONTRACTORS EXPENSE.

NO WORKS ARE TO COMMENCE UNTIL THE REQUIRED TREE REMOVAL PERMITS HAVE BEEN

GRANTED BY RELEVANT LOCAL AUTHORITY, AND THE APPROPRIATE NOTICE OF INTENTION

TO COMMENCE GIVEN.

ALL SERVICES, OR CONDUITS FOR SERVICING SHALL BE INSTALLED PRIOR TO

COMMENCEMENT OF PAVEMENT CONSTRUCTION.

SUBSOIL DRAINAGE, COMPRISING 100 AGRICULTURE PIPE IN GEO-STOCKING TO BE PLACED

AS SHOWN AND AS MAY BE DIRECTED BY THE SUPERINTENDENT. SUBSOIL DRAINAGE

SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY

CONSTRUCTION SPECIFICATION.

NO WORK IS PERMITTED WITHIN ADJOINING PROPERTIES WITHOUT WRITTEN PERMISSION

FROM THE OWNERS OR RESPONSIBLE AUTHORITY.

DRAINAGE NOTES

ALL DRAINAGE OUTLET LEVELS SHALL BE CONFIRMED ON SITE, PRIOR TO CONSTRUCTION

COMMENCING.

ALL PIPES WITHIN THE PROPERTY TO BE MIN. 100 DIA UPVC @ 1% MIN. GRADE, UNO.

ALL PITS WITHIN THE PROPERTY ARE TO BE FITTED WITH "WELDLOK" OR APPROVED

EQUIVALENT GRATES:

- LIGHT DUTY FOR LANDSCAPED AREAS

- HEAVY DUTY WHERE SUBJECTED TO VEHICULAR TRAFFIC

PITS WITHIN THE PROPERTY MAY BE CONSTRUCTED AS:

1) PRECAST STORMWATER PITS

2) CAST INSITU MASS CONCRETE

3) CEMENT RENDERED 230mm BRICKWORK

SUBJECT TO THE RELEVANT LOCAL AUTHORITY CONSTRUCTION SPECIFICATION.

ENSURE ALL GRATES TO PITS ARE SET BELOW FINISHED SURFACE LEVEL WITHIN THE

PROPERTY. TOP OF PIT RL'S ARE APPROXIMATE ONLY AND MAY BE VARIED SUBJECT TO

APPROVAL OF THE ENGINEER. ALL INVERT LEVELS ARE TO BE ACHIEVED.

ANY PIPES BENEATH RELEVANT LOCAL AUTHORITY ROAD TO BE RUBBER RING JOINTED

RCP, UNO.

ALL PITS IN ROADWAYS ARE TO BE FITTED WITH HEAVY DUTY GRATES WITH LOCKING

BOLTS AND CONTINUOUS HINGE.

PROVIDE STEP IRONS TO STORMWATER PITS GREATER THAN 1200 IN DEPTH.

TRENCH BACK FILL IN ROADWAYS SHALL COMPRISE SHARP, CLEAN GRANULAR BACK FILL IN

ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY SPECIFICATION TO

NON-TRAFFICABLE AREAS TO BE COMPACTED BY RODDING AND TAMPING USING A FLAT

PLATE VIBRATOR.

WHERE A HIGH EARLY DISCHARGE (HED) PIT IS PROVIDED ALL PIPES ARE TO BE

CONNECTED TO THE HED PIT, UNO.

DOWN PIPES SHALL BE A MINIMUM OF DN100 SW GRADE UPVC OR 100X100

COLORBOND/ZINCALUME STEEL, UNO.

COLORBOND OR ZINCALUME STEEL BOX GUTTERS SHALL BE A MINIMUM OF 450 WIDE X 150

DEEP.

EAVES GUTTERS SHALL BE A MINIMUM OF 125 WIDE X 100 DEEP (OR OF EQUIVALENT AREA)

COLORBOND OR ZINCALUME STEEL, UNO.

SUBSOIL DRAINAGE SHALL BE PROVIDED TO ALL RETAINING WALLS & EMBANKMENTS, WITH

THE LINES FEEDING INTO THE STORMWATER DRAINAGE SYSTEM, UNO.

EARTHWORKS NOTES

THE EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT

GEOTECHNICAL REPORT.

THE SITE OF THE WORKS SHALL BE PREPARED BY STRIPPING ALL EXISTING TOPSOIL, FILL

AND VEGETATION.

SUBGRADE SHALL BE COMPACTED UNTIL A DRY DENSITY HAS BEEN ACHIEVED OF NOT

LESS THAN 100% OF THE STANDARD MAXIMUM DRY DENSITY WHEN TESTED IN

ACCORDANCE WITH AS 1289 TESTS E.1.1. OR E.1.2.

THE EXPOSED SUBGRADE SHOULD BE PROOF ROLLED TO DETECT ANY SOFT OR WET

AREAS WHICH SHOULD BE LOCALLY EXCAVATED AND BACK FILLED WITH SELECTED

MATERIAL.

THE BACK FILLING MATERIAL SHALL BE IMPORTED GRANULAR FILL OF LOW PLASTICITY,

PREFERABLY CRUSHED SANDSTONE, AND TO BE PLACED IN LAYERS NOT EXCEEDING 150

LOOSE THICKNESS AND COMPACTED TO 98% OF STANDARD DRY DENSITY AT A MOISTURE

CONTENT WITHIN 2% OF OPTIMUM.

SITE WORKS ARE TO BE BATTERED TO ADJACENT PROPERTY LEVELS.

STORMWATER MUST NOT BE CONCENTRATED ON TO AN ADJACENT PROPERTY.

AT NO TIME DURING OR AFTER CONSTRUCTION IS STORMWATER TO BE PONDED ON

ADJOINING PROPERTIES.

THE SITE SHALL BE GRADED AND DRAINED SO THAT STORMWATER WILL BE DIRECTED

AWAY FROM THE BUILDING PLATFORM.

STORMWATER DRAINAGE SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE

COURSE OF CONSTRUCTION. ALL STORMWATER RUNOFF SHALL BE GRADED AWAY FROM

THE SITE WORKS AND DISPOSED OF VIA SURFACE CATCHDRAINS AND STORMWATER

COLLECTION PITS.

ALL SURFACE CATCH DRAINS SHALL BE GRADED AT 1% (1 IN 100) MINIMUM. THE GROUND

SHALL GRADE AWAY FROM ANY DWELLING AT 5% (1 IN 20) FOR THE FIRST METRE THEN AT

2.5% (1 IN 40).

WHERE A CUT FILL PLATFORM IS USED THERE SHALL BE A MINIMUM BERM 1000 WIDE TO

THE PERIMETER OF THE SITE WORKS WHICH SHALL BE SUPPORTED BY BATTERS OF 3:1 IN

FILL.

ANY VERTICAL OR NEAR VERTICAL PERMANENT EXCAVATION (CUT) DEEPER THAN 600 IN

MATERIAL OTHER THAN ROCK SHALL BE ADEQUATELY RETAINED OR BATTERED AT A

MINIMUM OF 3:1.

WHERE BATTERS CANNOT BE PROVIDED TO SUPPORT THE CUT OR FILL, THEY SHALL BE

ADEQUATELY RETAINED.

RETAINING WALLS ARE TO BE CONSTRUCTED WITH ADEQUATE SUBSOIL DRAINAGE.

CONCRETE PAVEMENT

SUBGRADE SHALL BE PREPARED AS OUTLINED IN EARTHWORKS.

PROVIDE JOINTING AT MINIMUM 6000 MAX. INTERVALS OR AS OTHERWISE SPECIFIED IN THE

DRAWINGS.

CONCRETE SHALL COMPRISE A MIN. COMPRESSIVE STRENGTH OF 32MPa AT 28 DAYS IN

ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY SPECIFICATION, UNO.

ANY SUB-BASE MATERIAL SHALL BE COMPACTED AS OUTLINED IN EARTHWORKS.

CONCRETE KERB AND GUTTER SHALL COMPRISE A MINIMUM COMPRESSIVE STRENGTH OF

25MPa, UNO.

CONCRETE WORKS ARE TO BE CURED BY ONE OF THE FOLLOWING MEANS:

i) WETTING TWICE DAILY FOR THE FIRST THREE DAYS;

ii) USING AN APPROVED CURING COMPOUNDED FOR A MINIMUM OF 7 DAYS COMMENCING

IMMEDIATELY AFTER POURING.

FLEXIBLE PAVEMENT NOTES

SUBGRADE SHALL BE PREPARED AS OUTLINED IN EARTHWORKS.

PAVEMENT MATERIAL SHALL CONSIST OF APPROVED OR RIPPED SANDSTONE, NATURAL

GRAVEL OR FINE CRUSH ROCK AS PER THE RELEVANT COUNCIL AUTHORITY

SPECIFICATION.

PAVEMENT MATERIALS SHALL BE SPREAD IN LAYERS NOT EXCEEDING 150 AND NOT LESS 75

COMPACTED THICKNESS.

PAVEMENT MATERIALS SHALL BE SIZED AND OF A STANDARD OUTLINED IN AS1141.

CRUSHED OR RIPPED SANDSTONE SHALL BE MINUS 75 NOMINAL SIZE DERIVED FROM

SOUND, CLEAN SANDSTONE FREE FROM OVERBURDEN, CLAY SEAMS, SHALE AND OTHER

DELETERIOUS MATERIAL.

PAVEMENT MATERIALS SHALL BE COMPACTED BY SUITABLE MEANS TO SATISFY THE

FOLLOWING MINIMUM SPECIFICATIONS (AS PER AS1289.2)

DESCRIPTION MEDIUM DENSITY RATIO

SUB-BASE 98% MOD

BASE COURSE 98% MOD

ASPHALTIC CONCRETE 97% MOD

AND SUBJECT TO THE RELEVANT LOCAL AUTHORITY CONSTRUCTION SPECIFICATION.

TESTING FOR EACH LAYER SHALL BE UNDERTAKEN BY A N.A.T.A. REGISTERED

LABORATORY IN ACCORDANCE WITH AS1289, AT NOT MORE THAN 50m INTERVALS AND A

MINIMUM OF TWO PER LAYER. FURTHER FREQUENCY OF TESTING SHALL BE NO LESS THAN

THAT REQUIRED BY AS3978.

PAVED AREAS NOTES

SUBGRADE SHALL BE PREPARED AS OUTLINED IN EARTHWORKS.

ALL PAVERS ARE TO BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATION.

TRAFFICABLE AREAS:

SUB-BASE TO BE 150 COMPACTED THICKNESS DGS75.

SUB-BASE TO BE SUITABLY COMPACTED TO MEDIUM DENSITY 98% MOD.

SUB-BASE TO EXTEND AT LEAST 200 BEYOND PAVED SURFACE.

PAVERS TO BE 80 THICK INTERLOCKING PAVERS ON 50 SAND BEDDING.

NON TRAFFICABLE AREAS:

SUB BASE AS PER TRAFFICABLE AREAS

PAVERS TO BE 60 INTERLOCKING PAVERS ON 50 SAND BEDDING (UNO).

EROSION AND SEDIMENT NOTES

THIS PLAN TO BE READ IN CONJUNCTION WITH EROSION AND SEDIMENT CONTROL DETAILS

AS ATTACHED.

THE CONTRACTOR SHALL IMPLEMENT ALL SOIL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY AND TO THE SATISFACTION OF THE RELEVANT LOCAL

AUTHORITY PRIOR TO THE COMMENCEMENT OF AND DURING CONSTRUCTION. NO

DISTURBANCE TO THE SITE SHALL BE PERMITTED OTHER THAN IN THE IMMEDIATE AREA OF

THE WORKS AND NO MATERIAL SHALL BE REMOVED FROM THE SITE WITHOUT THE

RELEVANT LOCAL AUTHORITY APPROVAL. ALL EROSION AND SEDIMENT CONTROL DEVICES

TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH STANDARDS OUTLINED IN NSW

DEPARTMENT OF HOUSING'S "MANAGING URBAN STORMWATER - SOILS AND

CONSTRUCTIONS".

TOPSOIL SHALL BE STRIPPED AND STOCKPILED OUTSIDE HAZARD AREAS SUCH AS

DRAINAGE LINES. THIS TOPSOIL SHALL BE RESPREAD LATER ON AREAS TO BE

REVEGETATED AND STABILISED ONLY, (I.E. ALL FOOTPATHS, BATTERS, SITE REGARDING

AREAS, BASINS AND CATCHDRAINS). TOPSOIL SHALL NOT BE RESPREAD ON ANY OTHER

AREAS UNLESS SPECIFICALLY INSTRUCTED BY THE SUPERINTENDENT. IF THEY ARE TO

REMAIN FOR LONGER THAN ONE MONTH STOCKPILES SHALL BE PROTECTED FROM

EROSION BY COVERING THEM WITH A MULCH AND HYDROSEEDING AND, IF NECESSARY, BY

LOCATING BANKS OR DRAINS DOWNSTREAM OF A STOCKPILE TO RETARD SILT LADEN

RUNOFF.

THE CONTRACTOR SHALL REGULARLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL

DEVICES AND REMOVE ACCUMULATED SILT FROM SUCH DEVICES SUCH THAT MORE THAN

60% OF THEIR CAPACITY IS LOST. ALL THE SILT IS TO BE PLACED OUTSIDE THE LIMIT OF

WORKS. THE PERIOD FOR MAINTAINING THESE DEVICES SHALL BE AT LEAST UNTIL ALL

DISTURBED AREAS ARE REVEGETATED AND FURTHER AS MAY BE DIRECTED BY THE

SUPERINTENDENT OR COUNCIL.

LAY TURF STRIP (MIN 300 WIDE) ON 100 TOPSOIL BEHIND ALL KERB WITH 1000 LONG

RETURNS EVERY 6000 AND AROUND STRUCTURES IMMEDIATELY AFTER BACKFILLING AS

PER THE RELEVANT LOCAL AUTHORITY SPECIFICATION.

THE CONTRACTOR SHALL GRASS SEED ALL DISTURBED AREAS WITH AN APPROVED MIX AS

SOON AS PRACTICABLE AFTER COMPLETION OF EARTHWORKS AND REGRADING.

VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING CONSTRUCTION CONFINING ACCESS

WHERE POSSIBLE TO NOMINATED STABILISED ACCESS POINTS.

WHEN ANY DEVICES ARE TO BE HANDED OVER TO COUNCIL THEY SHALL BE IN CLEAN AND

STABLE CONDITION.

THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL BY REGULAR WETTING DOWN (BUT

NOT SATURATING) DISTURBED AREA.

PROVIDE AND MAINTAIN SILT TRAPS AROUND ALL SURFACE INLET PITS UNTIL CATCHMENT

IS REVEGETATED OR PAVED.

REVEGETATE ALL TRENCHES IMMEDIATELY UPON COMPLETION OF BACKFILLING.

ALL DRAINAGE PIPE INLETS TO BE CAPPED UNTIL:

- DOWNPIPES CONNECTED

- PITS CONSTRUCTED AND PROTECTED WITH SILT BARRIER

C1.

C2.

C3.

C4.

C5.

C6.

F1.

F2.

F3.

F4.

F5.

F6.

F7.

A1.

A2.

A3.

A4.

B1.

B2.

B3.

B4.

B5.

B6.

B7.

B8.

B9.

B12.

B11.

B10.

COVER

GENERAL NOTES

SW04

DESCRIPTIONSHEET No

GROUND FLOOR DRAINAGE PLAN - SHEET1

GENERAL NOTESCOVER

SW05

BASEMENT DRAINAGE PLAN

SW01

SW02

SW03

SEDIMENT AND EROSION CONTROL PLAN

DENOTE ON-SITE DETENTION TANK OR PUMP OUT TANK

DP

DENOTES DOWNPIPE

DENOTE ON-SITE DETENTION BASIN

DENOTES 100mm DIA PVC (SEWER GRADE) AT 1% MIN.

GRADE U.N.O

Ø100

Ø150

Ø225

DENOTES CLEANING EYE

DENOTES AGG LINE

STORMWATER PIT - GRATED INLET

DENOTES SEDIMENT FENCE

IP

DENOTES INSPECTION OPENING WITH

SCREW DOWN LID AT FINISH SURFACE LEVEL

NON RETURN VALVE

STORMWATER PIT - SOLID COVER

DENOTE ROUND FLOOR DRAINS

DENOTE GRATED DRAIN

DENOTE SQUARE FLOOR DRAINS

DENOTE ABSORPTION TRENCH

PROPOSED FINISH FLOOR LEVELRL 6.20

FD

FD

DENOTE PLANTER BOX DRAINS

PB

DENOTE EXISTING OVERLAND FLOW PATH

DENOTE RAINWATER TANK

O/FDENOTE WATER OUTLET

SYMBOLS

INVERT LEVEL

TOP OF KERB

RL

IL

TK

REDUCED LEVEL/SURFACE LEVELL

CO

MAINTENANCE PIT

DENOTES 150mm DIA PVC (SEWER GRADE) AT 1% MIN.

GRADE U.N.O

DENOTES 225mm DIA PVC (SEWER GRADE) AT 1% MIN.

GRADE U.N.O

DESCRIPTION

PIT SIZES AND DESIGN

DEPTH (mm) MINIMUM PIT SIZE (mm)

UP TO 450mm 450 x 450

450mm TO 600mm 600 x 600 U.N.O

600mm TO 900mm 600 x 900 U.N.O

FROM 900mm 900 x 900 (WITH STEP IRON)

MINIMUM PIPE COVER SHALL BE AS FOLLOWS

LOCATION MINIMUM COVER

NO SUBJECT TO VEHICLE LOADING 100mm SINGLE RESIDENTAL

SUBJECT TO VEHICLE LOADING 450mm WHERE NOT IN A ROAD

UNDER A SEALED ROAD 600mm

UNSEALED ROAD 750mm

PAVED DRIVEWAY 100mm PLUS DEPTH OF CONCRETE

SEE AS2032 INSTALLATION OF UPVC PIPES FOR FURTHER INFORMATION.

CONCRETE PIPE COVER SHALL BE IN ACCORDANCE WITH AS3725-1989 LOADS ON

BURIED CONCRETE PIPES, HOWEVER A MINIMUM COVER OF 450mm WILL APPLY.

WHERE INSUFFICIENT COVER IS PROVIDED, THE PIPE SHALL BE COVERED AT LEAST

50mm THICK OVERLAY AND SHALL BE PAVED WITH AT LEAST:

· 150mm REINFORCED CONCRETE WHERE SUBJECT TO HEAVY VEHICLE TRAFFIC

· 75mm THICKNESS OF BRICK OR 100mm OF CONCRETE PAVING WHERE SUBJECT

TO LIGHT VEHICLE TRAFFIC; OR

· 50mm THICK BRICK OR CONCRETE PAVING WHERE NOT SUBJECT TO VEHICLE

TRAFFIC.

EROSION AND SEDIMENT NOTES

SW07

SW08

STORMWATER SECTIONS AND DETAILS

SW09

WSUD DESIGN & MUSIC MODEL

SW06

GROUND FLOOR DRAINAGE PLAN - SHEET2

FIRST FLOOR DRAINAGE PLAN

ROOF DRAINAGE PLAN

STORMWATER SECTIONS AND DETAILS

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

SEDIMENT AND EROSION

CONTROL PLAN

GEOTEXTILE

FABRIC

RUNOFF

SANDBAG IN

GUTTER

2000 MIN

EARTH BANK TO

PREVENT SCOUR

OF STOCKPILE

WATERPROOF

COVERING

SEDIMENT

FENCE

GENERAL NOTES

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH OTHERCONSULTANTS' DRAWINGS AND SPECIFICATIONS AND WITH OTHER SUCHWRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OFTHE CONTRACT. ANY DISCREPANCY SHALL BE REFERRED TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.

ALL DIMENSIONS ARE IN MILLIMETRES & ALL LEVELS ARE IN METRES,UNO (UNLESS NOTED OTHERWISE).

NO DIMENSION SHALL BE OBTAINED BY SCALING THE DRAWINGS.

ALL LEVELS AND SETTING OUT DIMENSIONS SHOWN ON THE DRAWINGSSHALL BE CHECKED ON SITE PRIOR TO THE COMMENCEMENT OF THEWORK.

DURING EXCAVATION WORK THE STRUCTURE SHALL BE MAINTAINED IN ASTABLE AND NO PART SHALL BE OVERSTRESSED.

ALL WORK IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DETAILSSHOWN ON THE DRAWINGS & THE SPECIFICATION.

EXISTING SERVICES WHERE SHOWN HAVE BEEN PLOTTED FROMSUPPLIED DATA AND SUCH THEIR ACCURACY CAN NOT BE GUARANTEED.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THELEVEL OF ALL EXISTING SERVICES PRIOR TO THE COMMENCEMENT OFWORK.

ALL SERVICE TRENCHES UNDER VEHICULAR PAVEMENTS SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCALCOUNCIL.

ALL TRENCH BACK FILL MATERIAL SHALL BE COMPACTED TO THE SAMEDENSITY AS THE ADJACENT MATERIAL.

ON COMPLETION OF STORMWATER INSTALLATION, ALL DISTURBEDAREAS MUST BE RESTORED TO ORIGINAL CONDITION, INCLUDING KERBS,FOOTPATHS, CONCRETE AREAS, GRAVEL AND GRASSED AREAS ANDROAD PAVEMENTS, UNLESS DIRECTED OTHERWISE.

CONTRACTOR TO OBTAIN ALL AUTHORITY APPROVALS UNLESSDIRECTED OTHERWISE.

STORMWATER DRAINAGE

THE STORMWATER DRAINAGE DESIGN HAS BEEN CARRIED OUT INACCORDANCE WITH AS/NZS 3500.3 - 1990 "STORMWATER DRAINAGE" &AS/NZS 3500.3.2-1998 "STORMWATER DRAINAGE - ACCEPTABLESOLUTIONS".

ANY VARIATIONS TO THE NOMINATED LEVELS SHALL BE REFERRED TOENGINEER IMMEDIATELY.

ANY VARIATIONS TO SPECIFIED PRODUCTS OR DETAILS SHALL BEREFERRED TO THE ENGINEER FOR APPROVAL.

DOWN PIPES SHALL BE A MINIMUM OF DN100 SW GRADE UPVC OR100X100 COLORBOND/ZINCALUME STEEL, UNO.

BOX COLORBOND OR ZINCALUME STEEL. GUTTERS SHALL BE A MINIMUMOF 450 WIDE X 150 DEEP.

EAVES GUTTERS SHALL BE A MINIMUM OF 125 WIDE X 100 DEEP (OR OFEQUIVALENT AREA) COLORBOND OR ZINCALUME STEEL.

SUBSOIL DRAINAGE SHALL BE PROVIDED TO ALL RETAINING WALLS &EMBANKMENTS, WITH THE LINES FEEDING INTO THE STORMWATERDRAINAGE SYSTEM.

GEOTEXTILE FILTER FABRIC

FASTEN ON TOP EDGE

RUNOFF

RUNOFF

DISTURBED AREA

DRAINAGE AREA 0.5 HA. MAX. SLOPE

GRADIENT 1:2 MAX. SLOPE LENGTH 50m.

20

0

STRAW BALE AND

GEOTEXTILE

SEDIMENT FILTER

STAKES DRIVEN 600 INTO THE

GROUND WITH FIRST STAKE

ANGLED TOWARDS PREVIOUSLY

LAID BALE

BERM 200

HIGH, MIN.

UNDISTURBED AREA

1

0

0

POST DRIVEN 600

INTO THE GROUND

GEOTEXTILE FABRIC

OVERLAPPING

EARTH

FILTERING

SAND 100

PEG

EDGE BOARD

250 x 50

60

0-1

20

0

3

0

0

0

M

A

X

.

SEDIMENT AND EROSION CONTROL NOTES

SOIL CONSERVATION NOTE:

SEDIMENT TRAP

SEDIMENT FENCE

VEHICLE ACCESS TO SITE

BUILDING MATERIAL STOCKPILES

SANDBAG KERB SEDIMENT TRAP

MAINTAIN THE ABOVE DURING THE COURSE OF

CONSTRUCTION, AND CLEAR THE 'SEDIMENT TRAP

AFTER EACH STORM.

PRIOR TO COMMENCEMENT OF CONSTRUCTION

PROVIDE 'SEDIMENT FENCE,' 'SEDIMENT TRAP' AND

WASHOUT AREA TO ENSURE THE CAPTURE OF WATER

BORNE MATERIAL GENERATED FROM THE SITE.

ALL TOPSOIL STRIPPED FROM THE SITE AND

STOCKPILED DOES NOT INTERFERE WITH DRAINAGE

LINES AND STORMWATER INLETS AND WILL BE

SUITABLY COVERED WITH AN IMPERVIOUS MEMBRANE

MATERIAL AND SCREENED BY SEDIMENT FENCING.

SEDIMENT FENCING SHALL BE SECURED BY POST (WHERE

METAL STAR PICKETS ARE USED PLASTIC SAFETY CAPS

SHALL BE USED) AT 2000 INTERVALS WITH GEOTEXTILE

FABRIC EMBEDDED 200 IN SOIL.

THE CONTRACTOR SHALL ENSURE THAT KERB INLETS AND

DRAINS RECEIVING STORMWATER SHALL BE PROTECTED

AT ALL TIMES DURING DEVELOPMENT. KERB INLET

SEDIMENT TRAPS SHALL BE INSTALLED ALONG THE

IMMEDIATE VICINITY ALONG THE STREET FRONTAGE.

THE CONTRACTOR SHALL ENSURE THAT NO SPOIL OR FILL

ENCROACHES UPON ADJACENT AREAS FOR THE

DURATION OF WORKS.

A SINGLE ALL WEATHER ACCESS WAY WILL BE PROVIDED

AT THE FRONT OF THE PROPERTY CONSISTING OF 50-75

AGGREGATE OR SIMILAR MATERIAL AT A MINIMUM

THICKNESS OF 150 LAID OVER NEEDLE-PUNCHED

GEOTEXTILE FABRIC AND CONSTRUCTED PRIOR TO

COMMENCEMENT OF WORKS.

SEDIMENT AND EROSION CONTROL SHALL BE EFFECTIVELY

MAINTAINED AT ALL TIMES DURING THE COURSE OF

CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL THE

SITE HAS BEEN STABILISED OR LANDSCAPED TO THE

SUPERINTENDENT'S SATISFACTION.

1000 x 1000 WIDE 500 DEEP PIT, LOCATED AT THE

LOWEST POINT TO THE TRAP SEDIMENT.

WASHOUT AREA

TO BE 1800 x 1800 ALLOCATED FOR THE WASHING OF TOOL

& EQUIPMENT.

PROVIDE 'SEDIMENT FENCE ON DOWN SLOPE BOUNDARY AS

SHOWN ON PLAN. FABRIC TO BE BURIED BELOW GROUND AT

LOWER EDGE.

VEHICLE ACCESS TO THE BUILDING SITE SHOULD BE

RESTRICTED TO A SINGLE POINT SO AS TO REDUCE THE

AMOUNT OF SOIL DEPOSITED ON THE STREET PAVEMENT.

ALL STOCKPILES OF BUILDING MATERIAL SUCH AS SAND AND

SOIL MUST BE PROTECTED TO PREVENT SCOUR AND

EROSION.

THEY SHOULD NEVER BE PLACED IN THE STREET GUTTER

WHERE THEY WILL WASH AWAY WITH THE FIRST RAINSTORM.

IN CERTAIN CIRCUMSTANCES EXTRA SEDIMENT TRAPPING MAY

BE NEEDED IN THE STREET GUTTER.

SW01

BIN

AMENITIES

LUNCH ROOM,

WC & OFFICE

STOCK PILE

RECYCLE

SEDIMENT

CONTROL

FENCE

SEDIMENT

CONTROL

FENCE

SEDIMENT

CONTROL

FENCE

SEDIMENT

CONTROL

FENCE

SEDIMENT & EROSION CONTROL PLAN

1:200 @ A1

SEDIMENT

CONTROL

FENCE

CONSTRUCT STABLISED

TEMPORARY ENTRY/EXIT TO

COUNCIL'S REQUIREMENTS

DISCHARGE WATER

THROUGH HAY BALES

TO PREVENT EROSION

MANUALLY ACTIVATED SUBMERSSIBLE

PUMP TO BE PLACED ON PLINTH AT

MIN 600mm FROM INVERT OF STILLING

POND. CONTRACTORS IS TO ENSURE

SEDIMENT HAS SETTLED PRIOR TO

PUMP OPERATION. SEDIMENT METRIAL

IS TO BE CLEARED REGULARLY AND

SHALL NOT AT ANY TIME REACH THE

LEVEL OF THE PUMP INTAKE.

FILTERATION UNIT

HOLDING TANK

PUMP LINE

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

BASEMENT DRAINAGE PLAN

SW02

STANDARD PUMP OUT DESIGN NOTES

THE PUMP OUT SYSTEM SHALL BE DESIGNED TO BE OPERATED IN THE FOLLOWING MANNER:-

> THE PUMPS SHALL BE PROGRAMMED TO WORK ALTERNATIVELY SO AS TO ALLOW BOTH

PUMPS TO HAVE AN EQUAL OPERATION LOAD AND PUMP LIFE.

> A LOW LEVEL FLOAT SHALL BE PROVIDED TO ENSURE THAT THE MINIMUM REQUIRED WATER

LEVEL IS MAINTAINED WITHIN THE SUMP AREA OF THE BELOW GROUND TANK. IN THIS

REGARD THIS FLOAT WILL FUNCTION AS AN OFF SWITCH FOR THE PUMPS.

> A SECOND FLOAT SHALL BE PROVIDED AT A HIGHER LEVEL, APPROXIMATELY 300mm

ABOVE THE MINIMUM WATER LEVEL, WHEREBY ONE OF THE PUMPS WILL OPERATE AND

DRAIN THE TANK TO THE LEVEL OF THE LOW-LEVEL FLOAT.

> A THIRD FLOAT SHALL BE PROVIDED AT A HIGH LEVEL, WHICH IS APPROXIMATELY THE

ROOF LEVEL OF THE BELOW GROUND TANK. THIS FLOAT SHOULD START THE OTHER

PUMP THAT IS NOT OPERATING AND ACTIVATE THE ALARM.

> AN ALARM SYSTEM SHALL BE PROVIDED WITH A FLASHING STROBE LIGHT AND A PUMP

FAILURE WARNING SIGN WHICH ARE TO BE LOCATED AT THE DRIVEWAY ENTRANCE TO

THE BASEMENT LEVEL. THE ALARM SYSTEM SHALL BE PROVIDED WITH A BATTERY

BACK-UP IN CASE OF POWER FAILURE.

SABRE PUMP GRAPH & SPECIFICATION

NTS

PUMP DESIGN POINT

IP

NON-RETURN

FLAP VALVE

1% FALL MIN.

GRUNDFOS

GRUNDFOS

START

STOP

HIGH

LEVEL

PROVIDE GALVANISED

IRON STEPS @300c/c

RL = 27.50

RL 24.50

RL 25.45

2 AUTO SUBMERSIBLE PUMPS OPERATING

SIMULTANEOUSLY. PUMPS TO BE INSTALLED

AND SPECIFIED TO MANUFACTURES DETAIL

AND CALCULATION SHEET

(2 x SABRE KS-20 SUBMERSIBLE PUMP OR

APPROVED EQUVALENT)

OWNER TO MAINTAIN THIS

AREA CLEAN REGULARLY

FROM SILTATION EVERY 3-6

MONTHES

T.W.L 26.50

PRESSURE PIPE TO

MANUFACTURER'S

SPECIFICATION

CONNECT TO STORMWATER

SYSTEM 100 DIA. AGG DRAIN

WITH GEO-SOCK

RL 25.20

SECTION A - SUBSOIL DRAINAGE PUMPOUT PIT

1:20

· BASEMENT SLAB TO HAVE 1% MIN. FALL TO INLET PIT AS PER AS2890 REQUIREMENT

· ALL BASEMENT PIT TO BE FITTED WITH HEAVY DUTY CLASS C GRATE & FRAME

200 WIDE

GRATED DRAIN

R.L. 27.55

I.L. 27.35

S

DP

RL 6.20

BASEMENT DRAINAGE PLAN

1:100 @ A1

ALL DRAINAGE LINES SHALL BE UPVC (CLASS SH)

STORMWATER DRAINAGE PIPE, UNO.

ALL DRAINAGE LINES SHALL BE LAID @ 1% FALL MIN, UNO.

FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²

MINIMUM EFFECTIVE EAVES GUTTER SLOPE = 1:500

THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150mm, UNO.

FD = FLOOR OUTLET , REFER TO DETAIL

SIP = SURFACE INLET PIT (NO LINTEL)

100Ø = Ø100 CHARGED LINE

IP = Ø150 INSPECTION POINT

RWH = RAIN WATER HEAD

RWO = RAIN WATER OUTLET (300 x 300)

FG = FLOOR GULLY Ø150

= RAINWATER SPREADER

= PROPOSED FINISHED SURFACE LEVEL

PUMP DESIGN SUMMARY

CATCHMENT AREA = 37.90 m² (DRIVEWAY RAMP)

1:100 ARI 4 HOUR STORM = 26 mm/hr

TOTAL WATER = 4 x 26.00 mm = 104.00 mm

STORAGE VOLUME REQUIRED = 37.9 x 0.104 = 3.94 m³

SEEPAGE = 2.5ML/YEAR /HA = 6.85m3/HA

VOLUME = 6.85 X 0.0432 = 0.29m

3

TOTAL VOLUME REQUIRED = 3.94m

3

+ 0.29m

3

= 4.23m

3

PUMP-OUT TANK STORAGE PROVIDED = 10.80m

3

PUMP HEAD = 6 m

RAINFALL INTENSITY FOR CALCULATIONS = 100 YEAR ARI

STORM DURATION 5 MINUTE = 217 mm/h

PUMP RATE REQUIRED = 217 x 90 / 3600 = 5.42 l/s

2x SABRE KS-20 SUBMERSIBLE PUMPS

IP

IP

IP

IP

IP

IP

Ø100 UPVC

Ø100 UPVC

Ø100 U

PVC

Ø150 U

PVC

PUMP OUT TANK

AREA = 6.0m

2

TWL = 26.50

AVE DEPTH = 1.00m

VOLUME = 6.0m

3

PUMP OUT RATE = 5.42 L/S

(2 x SABRE KS-20 SUBMERSIBLE PUMP)

RISING MAIN

TO OSD TANK

PRESSURE PIPE TO MANUFACTURER'S

SPECIFICATIONS

AGG PIPE

AGG PIPE

IP

Ø100 U

PVC

C/E

PUMP

OUT

TANK

PUMP OUT TANK

AREA = 6.0m

2

TWL = 26.50

AVE DEPTH = 1.00m

VOLUME = 6.0m

3

PUMP OUT RATE = 5.42 L/S

(2 x SABRE KS-20 SUBMERSIBLE PUMP)

900x900 CLASS B (LIGHT DUTY)

HINGED GALVANISED MILD STEEL

GRATE & FRAME, PROVIDE

LOCKING DEVICE

BASEMENT PUMP OUT TANK PLAN

1:50 @ A1

A

DETAIL

CONFINED SPACE SIGN

NTS

AGG LINE

SCALE 1:20

WATER PROOFING

MEMBRANE

100mm AG LINE

10MM ABLEFLEX

& SEALANT

CONTINUOUS

FORTECON MEMBRANE

OVER 50mm SAND

BEDDING

REFER TO

STRU

CTU

RAL W

ALL

DETAILS

REFER TO STRUCTURAL DESIGN

FOR FURTHER SECTIONS & DETAILS

BASEMENT WALL TO

STRUCTURAL WALL

DETAIL

FOOTING TO STRUCTURAL

ENGINEER'S DETAIL

AGG PIPE

AGG PIPE

2 x 10,000L ABOVE GROUND TANK BY

POLYMASTER - PRODUCT CODE

PCR10000 OR SIMILAR

TO BASIX REQUIREMENTS &

RECOMMENDATION

(EACH SIZE Ø2480 x 2350H)

Ø100 UPVC

150 WIDE

GRATED DRAIN

R.L. 27.55

I.L. 27.40

900x900 CLASS C (MEDIUM DUTY)

HINGED GALVANISED MILD STEEL

GRATE & FRAME, PROVIDE

LOCKING DEVICE

IP

Ø100 U

PVC

C/E

Ø150 U

PVC

C/E

FFL 27.55

Ø150 OVERFLOW PIPE

IL 29.71

FFL 26.56

ISSUED FOR DA

GROUND FLOOR OUTLINE

GROUND & UPPER FLOOR

OUTLINE

PIT B1

450 x 450

S.L.

I.L.

27.50

27.10

PIT B2

900 x 900

S.L.

I.L.

27.50

26.11

FFL 27.55

Ø150 U

PVC

Ø100 UPVC

Ø100 UPVC

PUMP

OUT

TANK

Ø150 UPVC

Ø100 U

PVC

RWT RWT

Ø150 UPVC

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

SW03

GROUND FLOOR DRAINAGE PLAN

SHEET-1

GROUND FLOOR DRAINAGE PLAN

1:100 @ A1

ALL DRAINAGE LINES SHALL BE UPVC (CLASS SH)

STORMWATER DRAINAGE PIPE, UNO.

ALL DRAINAGE LINES SHALL BE LAID @ 1% FALL MIN, UNO.

FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²

MINIMUM EFFECTIVE EAVES GUTTER SLOPE = 1:500

THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150, UNO.

FD = FLOOR OUTLET , REFER TO DETAIL

SIP = SURFACE INLET PIT (NO LINTEL)

100Ø = Ø100 CHARGED LINE

IP = Ø150 INSPECTION POINT

RWH = RAIN WATER HEAD

RWO = RAIN WATER OUTLET (300 x 300)

FG = FLOOR GULLY Ø150

= RAINWATER SPREADER

= PROPOSED FINISHED SURFACE LEVEL

KEY MAP

NOTE:

ANY TRENCHING WORKS INCLUDING INSTALLATION OF PITS AND

PIPE WITHIN TREE PROTECTION ZONE MUST BE CARRIED OUT BY

HAND DIGGIING OR MANUAL EXCAVATION TO PREVENT ANY

DAMAGES TO THE TREE ROOTS. WORKS WITHIN THE TREE

PROTECTION ZONE TO BE SUPERVISED BY A QUALIFIED ARBORIST

AND MUST BE CARRIED OUT AS PER ARBORIST'S INSTRUCTION

S

DP

RL 6.20

NOTE:

THIS PLAN SHALL BE READ IN CONJUCTION WITH ARBORIST'S

REPORT

PIT P1

600 x 600

S.L.

I.L.

31.30

30.35

PIT P2

600 x 600

S.L.

I.L.

31.10

30.25

CONNECT TO KERB VIA GALV. RHS

200 x 75 x 5 mm

150 WIDE

GRATED DRAIN

R.L. 30.53

I.L. 30.38

Ø150 U

PVC

Ø225 UPVCØ225 UPVC

Ø225 UPVC

Ø150 UPVC

Ø150 U

PVC

CATCHMENT AREA TO BASEMENT

PUMP PIT = 37.9 sq.m.

SCP 1

450 x 450

S.L.

I.L.

31.62

31.00

200 x 75 x 5 RHS

PIT WITH ENVIROPOD INSERT

ROOF OUTLINE

BASEM

EN

T O

UTLIN

E

BASEMENT OUTLINE

BASEMENT OUTLINE

BASEM

EN

T O

UTLIN

E

PIT WITH ENVIROPOD INSERT

Ø100 UPVC

BASEM

EN

T O

UTLIN

E

Ø150 UPVC

31.35

31.35

FFL 31.49

FFL 31.35

FFL 31.35

2 x 10,000 LITRES RAINWATER

TANK OUTLINE WITHIN

BASEMENT

Ø150 UPVC

OVERFLOW PIPE FROM

RAINWATER TANK

IL= 29.71

106 WIDE x 50 DEPTH

HEELPROOF STAINLESS STEEL

GRATES AND uPVC PIPE

MODULAR DRAINAGE SYSTEM

BY STORMTECH OR APPROVED

EQUIVALENT

Ø150 U

PVC

Ø100 U

PVC

FIRST FLOOR & ROOF OUTLINE

DP

DP

DP

DP

DP

DP

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

Ø100 UPVC

Ø150 UPVC

DP 100Ø

DP 100Ø

DP 100ØDP 100Ø

DP 100Ø

Ø150 UPVC

Ø100 U

PVC

Ø100 UPVC

Ø150 UPVCØ100 UPVC

Ø100 UPVC

Ø100 U

PVC

FFL 31.35

Ø65 MIN.

Ø65 MIN.

PRESSURE PIPE TO

MANUFACTURER'S

SPECIFICATIONS

PRESSURE PIPE TO

MANUFACTURER'S

SPECIFICATIONS

FG FGPB PB PB PB PB

PB

FG FG

Ø100 UPVC Ø150 UPVC

Ø150 U

PVC

UPPER FLO

OR &

RO

OF O

UTLIN

E

UPPER FLO

OR &

RO

OF O

UTLIN

E

UPPER FLOOR & ROOF OUTLINE

LIN

E O

F CO

NTIN

UATIO

N (REFER TO

SW

04 FO

R CO

NTIN

UATIO

N)

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

FIRST FLOOR DRAINAGE PLAN

SHEET-2

SW04

GROUND FLOOR DRAINAGE PLAN

1:100 @ A1

ALL DRAINAGE LINES SHALL BE UPVC (CLASS SH)

STORMWATER DRAINAGE PIPE, UNO.

ALL DRAINAGE LINES SHALL BE LAID @ 1% FALL MIN, UNO.

FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²

MINIMUM EFFECTIVE EAVES GUTTER SLOPE = 1:500

THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150, UNO.

FD = FLOOR OUTLET , REFER TO DETAIL

SIP = SURFACE INLET PIT (NO LINTEL)

100Ø = Ø100 CHARGED LINE

IP = Ø150 INSPECTION POINT

RWH = RAIN WATER HEAD

RWO = RAIN WATER OUTLET (300 x 300)

FG = FLOOR GULLY Ø150

= RAINWATER SPREADER

= PROPOSED FINISHED SURFACE LEVEL

S

DP

RL 6.20

KEY MAP

NOTE:

ANY TRENCHING WORKS INCLUDING INSTALLATION OF PITS AND

PIPE WITHIN TREE PROTECTION ZONE MUST BE CARRIED OUT BY

HAND DIGGIING OR MANUAL EXCAVATION TO PREVENT ANY

DAMAGES TO THE TREE ROOTS. WORKS WITHIN THE TREE

PROTECTION ZONE TO BE SUPERVISED BY A QUALIFIED ARBORIST

AND MUST BE CARRIED OUT AS PER ARBORIST'S INSTRUCTION

NOTE:

THIS PLAN SHALL BE READ IN CONJUCTION WITH ARBORIST'S

REPORT

Ø225 UPVC

BASEMENT OUTLINE

SCP 2

900 x 900

S.L.

I.L.

30.70

29.60

PIT WITH ENVIROPOD INSERT

Ø225 U

PVC

Ø100 UPVC

Ø65 MIN.

BASEM

EN

T O

UTLIN

E

DP 100Ø

Ø100 U

PVC

ABSORPTION SYSTEM WITH ATLANTIS

CELL/JUMBO TRENCH SYSTEM

NO. OF PITS USED = 2 (900 x 900)

JUMBO PIPE DIA. = 450mm

TOTAL LENGTH OF TRENCH = 3 x 6m

TOTAL VOLUME PROVIDED = 3.01 m

3

OSD/ PUMP OUT

TANK

Ø150 UPVC @2%

225Ø SALT GLAZED

WARE SEWER PIPE

LOCATED BY PEGOUT

SURVEY

POOL

OVERFLOW TO

SEWER

Ø150 UPVC

OVERFLOW PIPE TO

ABSORPTION SYSTEM

Ø150 UPVC

FFL 29.67

FFL 30.75

FFL 31.35

DP 150Ø

Ø150 U

PVC

PIT P7

600 x 600

S.L.

I.L.

29.67

28.77

PIT P8

600 x 600

S.L.

I.L.

29.67

28.77

2 x 10,000 LITRES RAINWATER

TANK OUTLINE WITHIN

BASEMENT

Ø150 UPVC

OVERFLOW PIPE FROM

RAINWATER TANK

IL= 29.71

PERVIOUS TENNIS COURT

FFL 29.85

FFL 29.85

FFL 29.85

Ø150 UPVC @2%

DP

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

Ø150 U

PVC

Ø150 UPVC

Ø100 U

PVC

Ø100 UPVC

DP 100Ø

ROOF OUTLINE

ROOF OUTLINE

Ø150 UPVCØ100 UPVC

PRESSURE PIPE TO

MANUFACTURER'S

SPECIFICATIONS

PB PB PB PB

PB

FG FG

Ø150 UPVC

Ø150 U

PVC

UPPER FLO

OR &

RO

OF O

UTLIN

E

UPPER FLOOR & ROOF OUTLINE

Ø65 MIN.

PRESSURE PIPE TO

MANUFACTURER'S

SPECIFICATIONS

Ø225 UPVC @2%

DCP

900 x 900

S.L.

C.L.

I.L.

29.67

27.47

27.27

PUMP PIT

900 x 900

S.L.

I.L.

29.67

27.27

UNDERGROUND OSD TANK / PUMP PIT MAIN

AREA = 25m

2

TWL = 28.97

AVE DEPTH = 1.50m

VOLUME REQUIRED = 35.48m

3

VOLUME PROVIDED = 37.50m

3

PUMP OUT RATE = 24.58 L/S

(2 x SABRE KS-100 SUBMERSIBLE PUMP)

FILTRATION CHAMBER

AREA = 4m

2

HEIGHT OF VAULT/WEIR = 690mm

WIER RL = 28.42

CHAMBER INVERT = 27.57

(3 x PSORB 690 STORMWATER 360 FILTER

CATRIDGES)

LIN

E O

F CO

NTIN

UATIO

N (REFER TO

SW

03 FO

R CO

NTIN

UATIO

N)

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

FIRST FLOOR DRAINAGE PLAN

SW05

FIRST FLOOR DRAINAGE PLAN

1:100 @ A1

ALL DRAINAGE LINES SHALL BE UPVC (CLASS SH)

STORMWATER DRAINAGE PIPE, UNO.

ALL DRAINAGE LINES SHALL BE LAID @ 1% FALL MIN, UNO.

FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²

MINIMUM EFFECTIVE EAVES GUTTER SLOPE = 1:500

THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150, UNO.

FD = FLOOR OUTLET , REFER TO DETAIL

SIP = SURFACE INLET PIT (NO LINTEL)

100Ø = Ø100 CHARGED LINE

IP = Ø150 INSPECTION POINT

RWH = RAIN WATER HEAD

RWO = RAIN WATER OUTLET (300 x 300)

FG = FLOOR GULLY Ø150

= RAINWATER SPREADER

= PROPOSED FINISHED SURFACE LEVEL

S

DP

RL 6.20

PB

PB

ROOF OUTLINE

ROOF OUTLINE

PB

Ø

6

5

U

P

V

C

PB

DP 100Ø

PIPE DROPPER TO LOWER

LEVEL

PIPE DROPPER TO LOWER

LEVEL

PIPE WITHIN PLANTER BOX

AND ABOVE SLAB

PIPE WITHIN PLANTER BOX

AND ABOVE SLAB

Ø100 UPVC

PIPE DROPPER TO LOWER

LEVEL

PIPE WITHIN PLANTER BOX

AND ABOVE SLAB

PIPE DROPPER TO LOWER

LEVEL

PIPE WITHIN PLANTER BOX

AND ABOVE SLAB

106 WIDE x 50 DEPTH

HEELPROOF STAINLESS STEEL

GRATES AND uPVC PIPE

MODULAR DRAINAGE SYSTEM

BY STORMTECH OR APPROVED

EQUIVALENT

PIPE DROPPER TO LOWER

LEVEL

DP

DP

DP

FG

FG

DP

PIPE DROPPER TO LOWER LEVEL

PB

DP 100Ø

DP 100Ø

PIPE DROPPER TO LOWER

LEVEL

DP

DP 100Ø

PIPE DROPPER TO LOWER

LEVEL

PIPE DROPPER TO LOWER

LEVEL

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø DP 100Ø

DP 100Ø

DP 100ØDP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

PIPE DROPPER TO LOWER

LEVEL

PB

PB

FG

FG

DP 100Ø

PB

DP 100Ø

PB

DP 100Ø

PB

FG

DP 100Ø

DP 100Ø

ROOF DRAINAGE PLAN

1:100 @ A1

ALL DRAINAGE LINES SHALL BE UPVC (CLASS SH)

STORMWATER DRAINAGE PIPE, UNO.

ALL DRAINAGE LINES SHALL BE LAID @ 1% FALL MIN, UNO.

FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²

MINIMUM EFFECTIVE EAVES GUTTER SLOPE = 1:500

THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150, UNO.

FD = FLOOR OUTLET , REFER TO DETAIL

SIP = SURFACE INLET PIT (NO LINTEL)

100Ø = Ø100 CHARGED LINE

IP = Ø150 INSPECTION POINT

RWH = RAIN WATER HEAD

RWO = RAIN WATER OUTLET (300 x 300)

FG = FLOOR GULLY Ø150

= RAINWATER SPREADER

= PROPOSED FINISHED SURFACE LEVEL

S

DP

RL 6.20

DP 100Ø

DP 100Ø

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

ROOF DRAINAGE PLAN

SW06

WALL OUTLINE UNDERNEATH

WALL OUTLINE UNDERNEATH

ROOF AREA DRAINING TO

RAINWATER TANK

AREA = 423.3 m

2

RWO

RWO

RWO

DP 100Ø

DP 100Ø

RWO

ROOF AREA DRAINING TO

RAINWATER TANK

AREA = 84.45 m

2

DP

PIPE DROPS TO LOWER LEVEL

Ø100

DP

Ø100

DP

RWO

Ø100

DP 100Ø

DP 100Ø DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

DP 100Ø

THIS IS AN

ON-SITE STORMWATER

DETENTION SYSTEM

REQUIRED BY YOUR LOCAL COUNCIL

IT IS AN OFFENCE TO REDUCE THE VOLUME OF THE

TANK OR BASIN OR TO INTERFERE WITH THE

ORIFICE PLATE THAT CONTROLS THE OUTFLOW

THE BASE OF THE OUTLET CONTROL PIT AND THE

DEBRIS SCREEN MUST BE CLEANED OF DEBRIS AND

SEDIMENT ON A REGULAR BASIS BY THE OWNER

THIS PLATE MUST NOT BE REMOVED

OSD SIGN

NTS

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

STORMWATER SECTIONS AND

DETAILS

SW07

OSD/ PUMP OUT

TANK

OSD TANK / PUMP PIT MAIN PLAN

1:50 @ A1

DCP

900 x 900

S.L.

C.L.

I.L.

29.67

27.47

27.27

PUMP PIT

900 x 900

S.L.

I.L.

29.67

27.27

A

C

R.L. 27.47

R.L. 27.27

1% FALL

TWL

R.L. 28.97

REMOVABLE SCREEN

LYSAUGHT RH3030

MAXI MESH OR

EQUIVALENT WITH

HANDLE.

Ø140 - 3mm SS ORIFICE PLATE

EPOXY & DYNABOLTED TO

PIT WALL WITH A

MACHINED ORIFICE

PIT DCP

R.L. 29.67

PUMP PIT

R.L. 29.67

Ø150

CL 27.47

IL 27.40

900x900 WITH DOUBLE HINGED HEAVY

DUTY CLASS C CHILD PROOF

GALVANISED MILD STEEL GRATE AND

FRAME WITH J-LOCKS.

900 WIDE & 100mm

HIGH MIN.

OPENING FOR

OVERFLOW

PROVIDE GALVANISED

STEP IRONS AT 300 CTS

IN ACCORDANCE WITH

THE AUST STANDARDS

AT ALL ACCESS (TYP.)

SECTION A - OSD/PUMPOUT TANK

1:20 @ A1

150mm

OVERFLOW PIPE

TO ABSORPTION

TRENCH

I.L. 29.00

GRASSED AREA

500 THICK SOIL

OVER THE OSD

TANK SLAB FOR

LANDSCAPING

TOP OF PIT

PIT FLOOR

PLACEMENT ELEVATION

PLACEMENT-PLAN

SIDE-ELEVATION

PLAN

FRONT-ELEVATION

20Ø galvanised

mild steel

TYPICAL STEP IRONS

1:20

DETAIL

CONFINED SPACE SIGN

NTS

HANDLE

RH3030 MAXIMESH SCREEN, LONG

AXIS OF THE OVAL SHAPED HOLES

SHOULD BE PLACED HORIZONTAL,

WITH THE PROTRUDING LIP OF

EACH HOLE FACING DOWNWARDS

AND UPSTREAM

BRACKET ON

PIT WALL

DETAIL -

STANDARD TRASH

SCREEN

1:20

ORIFICE PLATE

(SEE DETAILS 6)

STAINLESS STEEL "DYNA

BOLTS" OR EQUIVALENT

Ø138mm CIRCULAR HOLE

WITH SHARP EDGES

MACHINED TO 0.5mm

ACCURACY

DETAIL

ORIFICE PLATE

1:10

Ø150 OUTLET PIPE

3mm THICK STAINLESS STEEL PLATE

(6mm WHERE ORIFICE Ø EXCEEDS

150mm) WITH CIRCULAR HOLE

MACHINES TO 0.5mm ACCURACY

AND SHARP-EDGED

3 PSORB 690 (MCC) FILTER

CATRIBDGES BY

STORMWATER 360 AS PER

MANUFACTURER'S

SPECIFICATION

UNDERGROUND OSD TANK / PUMP PIT MAIN

AREA = 25m

2

TWL = 28.97

AVE DEPTH = 1.50m

VOLUME REQUIRED = 35.48m

3

VOLUME PROVIDED = 37.50m

3

PUMP OUT RATE = 24.58 L/S

(2 x SABRE KS-100 SUBMERSIBLE PUMP)

FILTRATION

CHAMBER

ACCESS

R.L. 29.67

900x900 WITH DOUBLE HINGED HEAVY

DUTY CLASS C CHILD PROOF

GALVANISED MILD STEEL GRATE AND

FRAME WITH J-LOCKS.

OVERFLOW WEIR

TO OSD TANK

Ø100mm STORMWATER

FILTER OUTLET I.L = 27.55

STORMWATER FILTER

CHAMBER

AREA = 4.0 m²

ALL INLET PIPES

CONNECTED TO

STORMWATER FILTER

CHAMBER

3 x PSORB 690 (MCC)

FILTER CATRIBDGES BY

STORMWATER 360 AS PER

MANUFACTURER'S

SPECIFICATION

WEIR 28.42

RL = 29.67

GRASSED AREA

500 THICK SOIL

OVER THE OSD

TANK SLAB FOR

LANDSCAPING

RL 27.57

1% FALL

TWL

R.L. 28.97

R.L. 27.27

START

STOP

HIGH

LEVEL

PRESSURE PIPE TO

MANUFACTURER'S

SPECIFICATION

(MIN. Ø65 UNO)

CONNECT TO STORMWATER

SYSTEM 100 DIA. AGG DRAIN

WITH GEO-SOCK

2 AUTO SUBMERSIBLE PUMPS

OPERATING SIMULTANEOUSLY.

PUMPS TO BE INSTALLED AND

SPECIFIED TO MANUFACTURES

DETAIL AND CALCULATION SHEET

(2 x SABRE KS-20 SUBMERSIBLE

PUMP OR APPROVED EQUVALENT)

NON-RETURN

FLAP VALVE

UNDERGROUND OSD TANK / PUMP PIT MAIN

AREA = 25m

2

TWL = 28.97

AVE DEPTH = 1.50m

VOLUME REQUIRED = 35.48m

3

VOLUME PROVIDED = 37.50m

3

PUMP OUT RATE = 24.58 L/S

(2 x SABRE KS-100 SUBMERSIBLE PUMP)

FILTRATION CHAMBER

AREA = 4m

2

HEIGHT OF VAULT/WEIR = 690mm

WIER RL = 28.42

CHAMBER INVERT = 27.57

(3 x PSORB 690 STORMWATER 360 FILTER

CATRIDGES)

FILTRATION CHAMBER

AREA = 4m

2

HEIGHT OF VAULT/WEIR = 690mm

WIER RL = 28.42

CHAMBER INVERT = 27.57

(3 x PSORB 690 STORMWATER 360 FILTER

CATRIDGES)

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

STORMWATER SECTIONS AND

DETAILS

SW08

PIT P7

600 x 600

S.L.

I.L.

29.67

28.77

PIT P8

600 x 600

S.L.

I.L.

29.67

28.77

ABSORPTION SYSTEM WITH ATLANTIS

CELL/JUMBO TRENCH SYSTEM

NO. OF PITS USED = 2 (600 x 600)

JUMBO PIPE DIA. = 410mm

TOTAL LENGTH OF TRENCH = 3 x 6m

TOTAL VOLUME PROVIDED =4.19m

3

410 JUMBO

100min TOPSOIL

OVER BACKFILL

PERMANENT

FILTER FABRIC

100 DIA. INTERCONNECTING

PIPE (TYPICAL)

ABSORPTION TRENCH LONG-SECTION

1:20

100 DIA (MIN.)

OPENING

REMOVABLE

GALVANISED

SUMP GRATE

110mm BRICK OR

CONCRETE WALL &

BASE

Ø100 SEWER GRADE

INLETS

INV. 25.70 (MIN.)

GALVANISED

LYSAGHT RH3030

MAXI MESH SCREEN

REMOVABLE FILTER

FABRIC WITH 4 x HALF

BRICK KEEPERS

4x100 DIA. HOLES IN

BASE FILLED WITH

10mm GRAVEL

14mm CRUSHED

AGGREGATE

WRAPPED IN

GEOTEXTILE FABRIC

REMOVABLE FILTER

FABRIC

RL 29.67

RL 28.77

RL 29.43

A

PERAMEMT FILTER

FABRIC

RL 29.02

410 EVERGLASS

JUMBO TRENCH

100min TOPSOIL

OVER BACKFILL

LEVEL SPREADER

REMOVABLE FILTER

FABRIC

100 DIA. INTERCONNECTING

PIPE (TYPICAL)

14mm CRUSHED

AGGREGATE

WRAPPED IN

GEOTEXTILE FABRIC

SECTION A

1:20

ABSORPTION SYSTEM PLAN

1:100

TRASH SCREEN

FULL WIDTH

PRECAST PITS

SCP1

4/30mmØ WEEPHOLES INTO

100mm BLUE METAL LAYER

SEDIMENT CONTROL PIT DETAIL

SCALE 1:20

450 x 450

I.L. 31.30

RL. 31.62

I.L. 31.00

DIVERTER

CHAMBER

BALL SEAT

PROPRIETARY FIRST

FLUSH DIVERTER

SCALE N.T.S.

WATER FLOW

FROM ROOF

FIRST FLUSH OF CONTAMINATED WATER IS DIVERTED INTO

CHAMBER. DIVERTER DESIGNED TO CAUSE MINIMUM OF 1mm

OF INITIAL RUNOFF FROM ROOF AREA TO BYPASS

RAINWATER TANK(S)

DOWNPIPE TO

TANK

DRIP OUTLET

WITH SCREW

CAP

200 x 75 RHS

OUTLET TO KERB

Ø100 INLET PIPE

I.L 31.35(MIN.)

KEYWAY

DETAIL

50 CLEAR OF JOINT

STOP REINFORCEMENT

30

KEY JOINT-K.J.

BOND BREAKER TAPE

& APPROVED SEALANT

50

REINFORCEMENT TO

STRUCTURAL

ENGINEER'S DETAILS

ACCESS GRATE CLASS B

WITH CHILD PROOF "J" BOLT

OR APPROVED EQUIVALENT.

REFER TO PLAN FOR PIT SIZE.

CONTRACTOR TO EXCAVATE

& BACKFILL PIT AS PER

PIPE LAYING SPECIFICATION

'B' x 'D'

CONCRETE BENCHING/SHAPING

TO BASE OF ALL PITS

PLAN

SECTION - TYPICAL

SURFACE INLET PIT

1:5 @ A1

TYPICAL FOR ALL PITS IN NON-TRAFFIC AREAS

SECTION - TYPICAL GRATED DRAIN

1:20

ABSORPTION TRENCH CALCULATION

DIMENSIONAL DATA

123

148100

75

N.B.

49 220

B

48

C

220

100

D

100

MALE LINE ADAPTER (BY OTHERS)

A

WEEP HOLES x 3

PLACES

INSPECTION

OPENING

SLOTTED PVC BY

OTHERS

SECTION

TYPICAL 100SQ. PLANTER BOX DRAIN

1:5

SPECIFICATION CODE:

C100/90 A 100mm SIDE OUTLET

9

----

SPS

----

TYPICAL APPLICATION

HEIGHT

ADJUSTMENT:

MIN. 28

MAX. 105

C 100 A

CI LOWER BODY

TILING/PAVING/TOPPING

MEMBRANE

PLAN

SECTION

TYPICAL Ø150 FLOOR DRAIN (FD) INLET IN

SUSPENDED SLAB

1:5 @ A1

SPECIFICATION CODE:

R150 G/C (BRONZE GRATE, CI LOWER BODY)

R150N/C (NICKEL - BRONZE GRATE, CI LOWER BODY)

R150 S/C (316 STAINLESS STEEL GRATE, CI LOWER BODY)

2

150 DIA INLET PIPE

150 DIA HIGH LEVEL

OVERFLOW

SCREW CAPPED

INSPECTION/

FLUSHING POINT

FIRST FLUSH DEVICE

BASE STAND TO

ACHIEVE HIGH

LEVEL CHARGE

LINE

TYPICAL

RAINWATER TANK DETAILS

N.T.S

SECTION - TYPICAL HILL PROOF

GRATED DRAIN BY STORMTECH

NTS

18,200L ABOVE GROUND TANK BY

THE TANK FACTORY - PRODUCT

R18200 OR SIMILAR

TO BASIX REQUIREMENTS &

RECOMMENDATION (Ø3400 x 2540H)

ENVIROPOD BASKET

N.T.S

ISSUE DATEREVISION AMENDMENT

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A20144 -

APPROVED

DESIGNED DRAFTED

KP

JM

REVISION

PS

31-07-2020A ISSUED FOR S4.55 COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

98 REDMYRE ROAD,

STRATHFIELD

ARCHITECT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: Info@alphaengineering.com.au

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA

ENGINEERING & DEVELOPMENT AND MAY NOT BE ALTERED IN

ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

CONCEPT PLAN FOR S4.55 APPROVAL

BEFORE YOU DIG

www.dialbeforeyoudig.com.au

DIAL

18-08-2020B ISSUED FOR S4.55

WSUD DESIGN & MUSIC MODEL

SW09

BYPASS AREA = 0 m

2

(100%

PERVIOUS)

BYPASS AREA = 155.86 m

2

(100% IMPERVIOUS)

LEGENDS

ROOF AREA = 938.77 m

2

LANDSCAPE AREA = 1091.76 m

2

PAVED AREA = 183.61 m

2

(100%

IMPERVIOUS)

TOTAL CATCHMENT SITE AREA = 2370 m

2

MUSIC CATCHMENT PLAN

1:200

WATER SENSITIVE URBAN DESIGN SUMMARY

TOTAL SITE AREA = 2370 m

2

PROVIDE 4.0 m

2

STORMWATER FILTER CHAMBER WITH 3 FULL HEIGHT SPEL FILTER CATRIDGES BY SPEL

· TOTAL SUSPENDED SOLIDS REDUCTION % (TSS) = 94.1% > 85% AS COUNCIL REQUIREMENT

· TOTAL PHOSPHORUS REDUCTION % (TP) = 81.5%> 60 % AS COUNCIL REQUIREMENT

· TOTAL NITROGEN REDUCTION % (TN) = 79.0% > 45 % AS COUNCIL REQUIREMENT

· GROSS POLLUTANTS REDUCTION % = 100% > 90% AS COUNCIL REQUIREMENT

MUSIC MODEL SCHEMATISATION

NTS

DROP PIPE ENVIROPOD CONFIGURATION

SECTION

STANDARD ENVIROPOD CONFIGURATION

SECTION

TYPICAL ENVIROD BY STORMWATER 360

NTS

STORMFILTER

CARTRIDGE DETAIL

Minimum SF Chamber Requirements:

- 550mm between cartridges along a row

- 450mm between cartridges from row to row if cartridges are staggered

- 300mm from wall where underdrains pass through

- 400mm from wall opposite underdrain outlet

- 375mm from side walls

(All dimensions to centre of cartridges)

TYPICAL FILTER CATRIDGE CONFIGURATION BY STORMWATER 360

NTS