13 mount street, mount druitt proposed addition and … · confined space danger sign a) a confined...

STORMWATER CONCEPT PLANS

13 MOUNT STREET, MOUNT DRUITT

PROPOSED ADDITION AND ALTERATION

SITE

AREA

LOCALITY PLAN

N.T.S

COVER SHEET PLAN

000N.T.S.

DRAWING INDEX

Drawing No.

DESCRIPTION

000 COVER SHEET PLAN

101 STORMWATER CONCEPT PLAN BASEMENT LEVEL 3 SHEET 1 OF 2

102 STORMWATER CONCEPT PLAN BASEMENT LEVEL 3 SHEET 2 OF 2

103 STORMWATER CONCEPT PLAN BASEMENT LEVEL 2

104 STORMWATER CONCEPT PLAN BASEMENT LEVEL 1

105 STORMWATER CONCEPT PLAN GROUND LEVEL

106 STORMWATER CONCEPT PLAN LEVEL 1

107 OSD DETAILS AND CALCULATION SHEET 1 OF 2

108 OSD DETAILS AND CALCULATION SHEET 2 OF 2

109 CATCHMENT PLAN AND NODE WATER BALANCE RESULTS

109.1 RAINWATER TANK DETAILS

110 SEDIMENT & EROSION CONTROL PLAN & MISCELLANEOUS DETAILS

111 GPT SELECTION & DETAILS & MAINTENANCE SCHEDULE

Project No.

Project Drawing Title

ScaleDwg. No. Issue

A1

-1 0 1cm at full size 10cm 20cm

Issue Description Date Design Eng Checked

[email protected]

A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .

Scale Certification By:

Anthony Hasham

ArchitectClient

Council

190768


PROPOSED MIXED USE DEVELOPMENT


DEVELOPMENT APPLICATION

NOT FOR CONSTRUCTION

Blacktown City Council

Marchese Partners

F +61 2 9929 5786

Marchese partners

International Pty Ltd

Marchese partners

P +61 2 9922 4375

Level 1, 53 Walker Street,

North Sydney,

E [email protected]

NSW 2060 Australia

A

ISSUE FOR DEVELOPMENT APPLICATION 28/08/2019 SMF EHA OC

B3 CAR SPACES: 59

1:4

1:41:8

CP

59

CP

64

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99

LIFT 01LIFT 01

LINE OF EXISTING BUILDING OVER

EXISTING UNCLE BUCK'S HOTEL

OVER, TO BE RETAINED


PLANT

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

RL 57.10

PLANT

PLANT

Ø100 SUBSOIL

Ø100 SUBSOIL

PROVIDE PUMP FAILURE

WARNING SIGN, FLASHING

STROBE LIGHT AND SIREN

ON WALL

SUGGESTED

LOCATION OF PUMP

CONTROL PANEL

►►►►►

► ► ►

PIT 7

450 x 450

SL 47.05

IL 46.65

►►

►

►►

►►

►►

►►

►►

►

►►

►

► ► ► ► ► ► ► ►► ► ► ► ►

►►

►

►►

►

►►

►

►►

►

►►

►

►►

►

►►►►

►

PUMP HOLDING TANK

CAPACITY 3.0m

3

AREA 3.0m x 2.0m = 6.0m

2

A.V. DEPTH 0.50m

IL 45.42

TWL 46.17

PIT 6

450 x 450

SL 47.05

IL 46.51

PIT 5

600 x 600

SL 47.05

IL 46.37

PIT 3

450 x 450

SL 47.05

IL 46.65

PIT 2

450 x 450

SL 47.05

IL 46.53

PIT 1

600 x 600

SL 47.05

IL 46.41

RL 47.10

RL

47.00

IL 46.27

IL 46.27

CO

CO

CO

CO

CO

CO

CO

CO

COCOCO

CO

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø150 uPVC @ 1.0%

Ø150 uPVC @ 1.0%

Ø150 uPVC @ 1.0%

Ø150 uPVC @ 1.0%

Ø150 uPVC @ 1.0%

Ø150 uPVC @ 1.0%

Ø80 RISER

►

►

►

► ►

►

►

►►►►

►►►►

VD

VD

VD

VD VD

VD

VD

VD

VD

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

Ø100 uPVC

@ MIN 1.0%

EXTENT OF WORKS

PIT 4

450 x 450

SL 47.05

IL 46.65

►►

►►

Ø150 uPVC @ 1.0%

►

►

VD

VD

Ø100 uPVC

@ MIN 1.0%

Ø150 uPVC

@ MIN 1.0%

LEGEND

►PROPOSED STORMWATER

SURFACE FLOW ARROWS

SUBSOIL DRAINAGE

PROPOSED STORAGE AREA

FINISHED SURFACE LEVEL

STANDARD PUMP OUT DESIGN NOTES

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

1 - THE PUMP SHALL BE PROGRAMMED TO WORK ALTERNATELY TO ALLOW BOTH PUMPS

TO HAVE AN EQUAL OPERATION LOAD AND PUMP LIFE.

2 - A FLOAT SHALL BE PROVIDED TO ENSURE OF 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 AT THE MINIMUM

WATER LEVEL. THE SAME FLOAT SHALL BE SET TO TURN ONE OF THE PUMPS ON UPON

THE WATER LEVEL IN THE TANK RISING TO APPROXIMATELY 300mm ABOVE THE

MINIMUM WATER LEVEL. THE PUMP SHALL OPERATE UNTIL THE TANK IS DRAINED TO

THE MINIMUM WATER LEVEL.

3 - A SECOND FLOAT SHALL BE PROVIDE AT A HIGH LEVEL, WHICH IS APPROXIMATELY THE

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

PUMP THAT IS NOT OPERATING AND ACTIVATE THE ALARM.

4 - AN ALARM SYSTEM SHALL BE PROVIDE 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.

5 - A CONFINED SPACE DANGER SIGN SHALL BE PROVIDED AT ALL ACCESS POINT TO THE

PUMP-OUT STORAGE TANK IN ACCORDANCE WITH THE UPPER PARRAMATA RIVER

CATCHMENT TRUST OSD HANDBOOK.

STORMWATER CONCEPT PLAN

1011:200

BASEMENT LEVEL 3

SHEET 1 OF 2

12 m840

SCALE 1:200 @ A1

CONFINED SPACE DANGER SIGN

A) A CONFINED SPACE DANGER SIGN SHALL BE POSITIONED IN A

LOCATION AT ALL ACCESS POINTS, SUCH THAT IT IS CLEARLY

VISIBLE TO PERSONS PROPOSING TO ENTER THE BELOW

GROUND TANK/S CONFINED SPACE.

B) MINIMUM DIMENSIONS OF THE SIGN - 300mm x 450mm (LARGE

ENTRIES, SUCH AS DOORS) -250mm x 180mm (SMALL ENTRIES

SUCH AS GRATES & MANHOLES)

C) THE SIGN SHALL BE MANUFACTURED FROM COLOUR BONDED

ALUMINUM OR POLYPROPYLENE

D) SIGN SHALL BE AFFIXED USING SCREWS AT EACH CORNER OF

THE SIGN

COLOURS:

"DANGER" & BACKGROUND = WHITE

ELLIPTICAL AREA = RED

RECTANGLE CONTAINING ELLIPSE = BLACK

BORDER AND OTHER LETTERING = BLACK

BASEMENT PUMP OUT

FAILURE WARNING SIGN

SIGN SHALL BE PLACED IN A CLEAR AND VISIBLE

LOCATION WHERE VEHICLES ENTER THE BASEMENT

COLOURS:

"WARNING" = RED

BORDER AND OTHER LETTERING = BLACK

BASEMENT LEVEL 3 PLAN

SCALE 1:200

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

B

ISSUE FOR DEVELOPMENT APPLICATION 24/07/2019 DBF EHA OC

ISSUE FOR DEVELOPMENT APPLICATION 28/08/2019 SMF EHB OC

PROTECTION

MEMBRANE

COARSE

GRANULAR

BACKFILL

FOR STRUCTURAL DETAIL, REFER TO

STRUCTURAL ENGINEER'S PLANS

TWL 46.17

RL 46.80 BOTH PUMPS ON

(ALARM ACTIVATED)

RL 45.92

PUMP ON

RL 45.62

PUMP OFF

CLASS C (HEAVY DUTY) HEEL

PROOF HINGED GALVANIZED MILD

STEEL GRATE FRAME FITTED WITH

CHILDPROOF LOCKING DEVICES

PROVIDE GALVANISED STEP

IRONS AT 300mm CENTERS IN

ACCORDANCE WITH THE

AUSTRALIAN STANDARDS

Ø80mm PVC CLASS 6 RISING

PRESSURE MAIN WITH A NON

RETURN VALVE.

SL 47.00

SECTION A

STORMWATER PUMP-OUT SUMP

N.T.S.

RL 45.62

750mm

900 x 900 OPENING

RL 45.67

2 AUTO SUBMERSIBLE PUMPS OPERATING

SIMULTANEOUSLY ON HIGH LEVEL ALARMS

AT 10L/sec AT 13m HEAD.

PUMP TO BE INSTALLED & SPECIFIED TO

MANUFACTURERS DETAIL & CALC. SHEET.

TWL 46.17

PUMP STORAGE VOLUME

CALCULATION

AREA DRAINING TO SUMP= 0.0m

2

SUMP SIZE BASED ON 100 YEAR 2 HR STORM, I= 43.5 mm/hr,

Q=CIA/3600= 1X 43.5 X 0.0/3600 = 0.0L/sec

VOLUME REQUIRED = 0.0X(2x60x60) =0.0L = 0.0m

3

STORAGE PROVIDED 3.0X2.0X0.5= 3.0m

3

PUMP OUT RATE BASED ON 100 YEAR 5 MIN STORM, I=218 mm/hr

(MIN RATE REQUIRED AS PER AS3500.3 IS 10 L/sec)

Q=CIA/3600= 1X 218X 0.0/3600 = 0.0 L/sec

DUAL KS-30 PUMP OR EQUIVALENT TO BE INSTALLED IN SUMP

AND CONNECTED TO CONTROL PANEL WHICH WILL ALLOW FOR

THE PUMP TO OPERATE SIMULTANEOUSLY ON HIGH LEVEL WITH

ALARM AT 10 L/sec AT 13m HEAD

SUBSOIL DRAINAGE DETAIL

N.T.S.

NOTE:

1- FOR ALL THE STRUCTURAL

DETAILS, REFER TO

STRUCTURAL ENGINEER'S PLAN.

2- ALL THE AG LINES BEHIND

BASEMENT WALLS TO BE

CONNECTED TO PUMP-OUT SUMP.

2.0

m

3.0m

PUMP-OUT SUMP DETAIL

SRL

SCALE 1:50

0.9

m

0.75m

0.5

5m

0.5

5m

SRL

45.42

SRL

45.62

B


102As Shown

BASEMENT LEVEL 3

SHEET 2 OF 2

3 m210

SCALE 1:50 @ A1

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia



B2 CAR SPACES: 58

1:4

1:41:8

CP

01

CP

06

CP

02

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03

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04

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05

CP

07

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08

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09

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11

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CP

53

RA

MP

D

OW

N

PLANT





PLANT

LIFT 01LIFT 01

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

RL 50.20

PLANT

RL 50.20

Ø80 RISER

► ►

►

►

►

►

►

►

► ► ► ►

OUTLINE OF BASEMENT BELOW

► ► ► ►

EXTENT OF WORKS

►

►

VDVD

VD

VD

VD

VD

VD

VD

VD

VD

VD


1031:200

BASEMENT LEVEL 2

12 m840

SCALE 1:200 @ A1


SCALE 1:200

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

B



SUBSTATION

B1 CAR SPACES: 45

1:4

1:8

MP

01

MP

02

MP

03

MP

04

MP

05

MP

06

MP

07

MP

08

MP

09

MP

10

MP

11

MP

12

MP

13

MP

14

MP

15

MP

16

MP

17

MP

18

MP

19

MP

20

MP

21

MP

22

MP

23

MP

24

MP

25

MP

26

MP

27

MP

28

MP

29

MP

30

MP

31

MP

32

MP

33

MP

34

MP

35

MP

36

MP

37

MP

38

MP

42

MP

43

MP

39

MP

40

MP

41

MP

44

MP

45

1:4

RA

MP

D

OW

N





PLANT

LIFT 01LIFT 01

FEMALE

CHANGE ROOM

MALE

CHANGE ROOM

EN

D O

F T

RIP

FA

CIL

IT

IE

S

1:5

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

CARPARK ENTRY ABOVE

EASMENT FOR ELECTRICITY

PLANT

RL 53.30

PLANT

RL 53.30

FG

Ø80 RISER

►

►

►

►

►

►

►

►

►

► ► ► ►


► ► ► ►

►

►

EXTENT OF WORKS

►

►

OUTLINE OF

OSD ABOVE

2.30m HEADROOM

UNDER OSD SUMP

2.30m HEADROOM

UNDER SWT SUMP


1041:200

BASEMENT LEVEL 1

12 m840

SCALE 1:200 @ A1


SCALE 1:200

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

B



54.84

57.00

56.88

57.90

56.93

56.91

57.64

56.89

56.96

57.96

56.64

57.70

57.03

57.52

57.21

56.91

57.23

56.68

56.71

56.70

57.51

57.60

57.49

57.41

57.13

57.75

58.16

58.36

58.26

57.94

58.2858

.21

58.25

58.33

58.23

56.8

58.08

57.44

57.74

58.34

58.20

58.49

58.47

58.3358.41

58.46

58.51

57.36 57.64

57.73

57.54

57.65

57.83

57.55

57.68

54.62

54.66

55.09

54.64

54.96

54.58

55.13

54.61

55.08

57.87

5.68

57.38

5.83

57.90

5.37

5.90

55.26

5.56

56.49

56.67

56.26

55.84

56.33

55.27

56.37

55.13

Grate

RL 54.4

5

54.94

54.95

57.79

57.81

57.79

57.82

57.8157

.69

56.91

57.14

56.84

57.20

54.87

54.74

54.79

54.82

55.01

54.48

7.29

56.14

55.2

7.31

6.44

57.04

7.61

55.22

55.03

54.99

55.04

57.75

57.70

56.78

57.31

57.42

57.83

57.66

56.94

57.53

57.99

57.87

57.15

57.84

57.97

56.78

54.83

55.10

54.74

54.97 55.08

55.07

56.57

55.17

56.38

54.87

55.00

54.77

54.66

55.07

54.68

54.61

54.62

54.62

54.62

55.08

54.56

54.69

54.97

54.68

54.6354

.6054

.61

58.30

58.11

57.89

58.37

54.84

54.64

54.56

54.97

54.48 54

.41

55.11

54.97

54.46

54.61

54.63

55.05

55.10

54.55

56.42

54.9354

.68

54.82

54.59

54.95

54.95

54.92

55.02

56.23

56.42

54.47

54.62

54.72

54.85

54.92

54.46

54.5354

.51

56.57

54.99

55.00

58.14

58.13

58.24

57.37

57.35

57.7257.69

55.17

55.24

55.99

55.71

57.56

56.47

57.55

57.05

57.23

58.41

58.42

58.02

57.86

58.13

55.01

54.59

55.04

54.46

54.99

57.63

57.42

57.62

56.83

57.04

54.64

55.13

BitumenRoad

ConcreteTrafficIsland Lip

Mou

ntSt

reet

ConcreteTrafficIsland

Concrete

Concrete

Path

57.30

ConcreteRoundabout



Aw

ning

(Pav

ers

Und

er)

PramCrossing

Gut

ter

Lip

Lip

PramCrossing

Pramrossing

Grated D

rain

Top of Bank

58

Boom G

ate

Grate

RL

5.06

CarParkingSpaces

(PaintedLines)

Concrete

PebblecreteCarPark55

CarParkingSpaces

(PaintedLines)

PebblecreteCarPark

Kerb Kerb

Kerb

Kerb

Kerb

55 55

55

55

55

MetalStorage

Garden

Veh

icle

Cro

ssin

g

No

Park

ing

Are

a

Cen

trelin

eKerb

Lip

Lip

Met

al S

ecur

ity F

ence

StorageArea

Kerb

Kerb Concrete

MasonryBlock

&Metal

BuildingKerb

Kerb

ForGas

Bottles Pit

Kerb

Kerb

Kerb

Concrete

Concrete

Path

NatureStrip

Kerb

&G

utte

r

LipLip

Lip

PramCrossing

LipLip


BitumenRoad

57

57

ElectricityPurposes(E985882)

57 58

ShopnancySign

55

55

56

57

Concrete

SUBSTATION

EXISTING PARKING SPACES




PRIVATE ACCESS ROAD

PROPOSED PARKING SPACES

0 m2

P01 P02 P03 P04 P05 P06 P07

P08 P09 P10 P14 P15P11 P12 P13

MEDICAL CENTRE

780 m2

CARPARK ENTRY

PROPOSED

LOADING WASTE

/ SERVICES

WA

LK

W

AY

F

RO

M T

HE

B

AS

EM

EN

T

EXISTING

SHOP 11

MEDICAL IMAGING

309m

2

LIN

E B

UILD

IN

G A

BO

VE

ENTRY


EXISTING

SHOP 8

CASHAWAY

118m

2

EXISTING

SHOP 6

VIDEO AND

SPICE

CENTRE

212m

2

EXTENT OF UNCLE BUCK'S HOTEL

TO BE RETAINED

ROLLER DOOR

EXISTING

SHOP 10

MEDICAL IMAGING

507m

2

EA

SM

EN

T F

OR

E

LE

CT

RIC

IT

Y

LIFT 01LIFT 01

LIN

E O

F A

WN

IN

G A

BO

VE

LINE OF EXISTING AWNING ABOVE

PROPOSED PARKING SPACES

FOYER

EXISTING FOOTPATH

PROPOSED

PARKING

4 SPACES

PROPOSED

LOADING BAY

1:5

1:12

1:20

CALTEX SERVICE STATION

EXISTING

CAR PARK

KITCHENETTE

FOYER

MALE

TOILETS

FEMALE

TOILETS

ACCESIBLE

TOILET

SITE BOUNDARY

RL 57.00

RL 57.20

RL 57.80

RL 56.02

BB

LINE OF BUILDING ABOVE

RL 57.00

►►►►►►►►►►

►►

►►

►

EXISTING INLET

GRATED PIT

SL 55.06

IL 54.07 (T.B.C.)

IL 55.80

IL 55.40

Ø225 PVC @ MIN 1.0%

IL 55.19

DONW TO

IL 54.60

EXTENT OF WORKS

RL 57.00

RL 55.18

Ø80 RISER


RL 57.00

RL 57.60

RL 57.23

► ► ► ► ► ► ► ► ► ► ► ►

►►

►►

VD

Ø225mm OVERFLOW

PIPE FROM RWT TO SWT

PROPOSED CDS 0506 SEPARATOR TO BE

FITTED WITH GRATED LID FOR OVERFLOW,

TO MANUFACTURER'S DETAILS.

RL 55.13

REFER TO SHEET 111 FOR DETAILS

Ø150 PVC @ MIN 1.0% Ø150 PVC @ MIN 1.0% Ø150 PVC @ MIN 1.0%

RL 55.00

Ø225 PVC @ MIN 1.0%

OUTLINE OF RWT

ABOVE

RWT SUMP

BOTTOM IL 60.00

IL 54.09

HP

RWO

CE

DP

GROUND FLOOR PLAN

SCALE 1:200

12 m840

SCALE 1:200 @ A1


1051:200

GROUND LEVEL

GENERAL NOTES

1. ALL THE CLEANING EYES (OR INSPECTION EYES) FOR THE UNDERGROUND PIPES

HAVE TO BE TAKEN UP TO THE FINISHED GROUND LEVEL FOR EASY IDENTIFICATION

AND MAINTENANCE PURPOSES

2. ALL LEVELS SHALL RELATE TO THE ESTABLISHED BENCH MARK.

3. THE BUILDER SHALL ENSURE THAT THE STORMWATER ENGINEERS DRAWINGS

CORRESPOND TO THE ARCHITECTURAL, STRUCTURAL AND LANDSCAPING

DRAWINGS. IF THERE EXISTS AND DISCREPANCIES BETWEEN THE DRAWINGS, THE

BUILDER SHALL REPORT THE DISCREPANCIES TO THE ENGINEER PRIOR TO

COMMENCEMENT OF ANY WORKS

4. ALL MULCHING TO BE USED WITHIN THE AREA DESIGNATED AS ONS-SITE DETENTION

STORAGE SHALL BE OF A NON-FLOTABLE MATERIAL SUCH AS DECORATIVE RIVER

GRAVEL. PINE BARK MULCHING SHALL NOT BE USED WITHIN THE DETENTION

STORAGE AREA.

5. ALL RETAINING WALLS SHALL BE CONSTRUCTED COMPLETELY WITHIN THE

PROPERTY BOUNDARY LIMITS TO DETAILS PREPARED BY THE STRUCTURAL

ENGINEER. WALLS FORMING THE ON-SITE DETENTION SYSTEM SHALL BE OF

MASONARY/BRICK CONSTRUCTION AND WATER TIGHT.

6. ALL SUB-SOIL DRAINAGE SHALL BE A MINIMUM OF 65MM DIA AND SHALL BE

PROVIDED WITH A FILTER SOCK. THE SUBSOIL DRAINAGE SHALL BE INSTALLED IN

ACCORDANCE WITH DETAILS TO BE PROVIDED BY THE LANDSCAPE ARCHITECT.

7. PRIOR TO COMMENCING ANY WORKS, THE BUILDER SHALL ENSURE THAT THE

INVERT LEVELS OF WHERE THE SITE STORMWATER SYSTEM CONNECTS INTO THE

COUNCILS KERB/DRAINAGE SYSTEM MATCHED THE DESIGN LEVELS. ANY

DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER IMMEDIATELY.

8. ALL LINES ARE TO BE Ø90 uPVC 1.0% GRADE UNLESS NOTED OTHERWISE. CHARGED

LINES TO BE SEWERGRADE & SEALED.

9. EXISTING SERVICES LOCATIONS SHOWN INDICATIVE ONLY.

10. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE & LEVEL ALL EXISTING

SERVICES PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS.

11. ALL PIPES TO HAVE MIN 150mm COVER IF LOCATED WITHIN PROPERTY.

12. ALL PITS IN DRIVEWAYS TO BE 450x450 CONCRETE AND ALL PITS IN LANDSCAPED

AREAS TO BE 450x450PLASTIC.

13. PITS LESS THAN 450 DEEP MAY BE BRICK, PRECAST OR CONCRETE.

14. ALL BALCONIES AND ROOFS TO BE DRAINED AND TO HAVE SAFETY OVERFLOWS IN

ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.

15. ALL EXTERNAL SLABS TO BE WATERPROOFED.

16. ALL GRATES TO HAVE CHILD PROOF LOCKS.

17. ALL DRAINAGE WORKS TO AVOID TREE ROOTS.

18. ALL DP'S TO HAVE LEAF GUARDS.

19. ALL EXISTING LEVELS TO BE CONFIRMED BY BUILDER PRIOR TO CONSTRUCTION.

20. ALL WORK WITHIN COUNCIL RESERVE TO BE INSPECTED BY COUNCIL PRIOR TO

CONSTRUCTION.

21. COUNCIL'S ISSUED FOOTWAY DESIGN LEVELS TO BE INCORPORATED INTO THE

FINISHED LEVELS ONCE ISSUED BY COUNCIL.

22. ALL WORK SHALL BE IN ACCORDANCE WITH B.C.A. AND A.S.3500.3.

23. REFER TO LANDSCAPE ARCHITECT'S DRAWINGS FOR LANDSCAPING.

24. ALL WALLS FORMING THE DETENTION BASINS SHALL BE CONSTRUCTED WHOLLY

WITHIN THE PROPERTY BOUNDARIES OF THE SITE BEING DEVELOPED.

25. OSD WARNING SIGN AND SAFETY FENCING SHALL BE PROVIDED TO ABOVE GROUND

OSD STORAGE AREA IN ACCORDANCE WITH COUNCIL'S REQUIREMENTS.

26. ENSURE THAT NON FLOATABLE MULCH IS USED IN DETENTION BASINS, ie, USE

DECORATIVE ROCK MULCH OR EQUIVALENT.

27. THE OSD BASIN / TANK IS TO BE BUILT TO THE CORRECT LEVELS & SIZE AS PER THIS

DESIGN. ANY VARIATIONS ARE TO BE DONE UNDER CONSULTATION FROM OUR

OFFICE ONLY. ANY AMENDMENTS WITHOUT OUR APPROVAL WOULD RESULT IN

ADDITIONAL FEES FOR REDESIGN AT OC STAGE OR IF A SOLUTION CANNOT BE

FOUND, RECONSTRUCTION IS REQUIRED UNDER THE CONTRACTOR'S EXPENSES

28. ALL PIPES IN BALCONIES TO BE Ø65 uPVC IN CONCRETE SLAB. CONTRACTOR TO

PROVIDE A BREAK / OPEN VOID IN RAIL / BALLUSTRADE FOR STORMWATER

EMERGENCY OVERFLOW. ALL ENCLOSED AREAS / PLANTER BOXES TO BE FITTED

WITH FLOOR WASTES & DRAINED TO OSD. DOWNPIPES TO BE CHECKED BY

ARCHITECT & PLUMBER PRIOR TO CONSTRUCTION.

PIPES NOTE:

Ø65 PVC @ MIN 1.0%

Ø90 PVC @ MIN 1.0%

Ø100 PVC @ MIN 1.0%

Ø150 PVC @ MIN 1.0%

Ø225 PVC @ MIN 0.5%

Ø300 PVC @ MIN 0.4%

UNLESS NOTED OTHERWISE

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


NOTE:

MAXIMUM CAR PARK GRADES TO BE 5% FOR

CONVENTIONAL CAR PARKS & 2.5% FOR

DISABLED CAR PARKS.

CARPARK / DRIVEWAY WORKS TO COMPLY

WITH AS 2890.

ALL GRATES TO BE FITTED WITH NON

CORROSIVE CHILDPROOF LOCKING DEVICES

& TO BE HEEL GUARD & BICYCLE SAFE

WITHIN CARPARK AREA.

NOTE:

REFER TO HYDRAULICS ENGINEER

DRAWINGS FOR UPPER LEVELS &

ROOF DOWNPIPES LOCATIONS &

DETAILS.

NOTE 1:

ALL TRAFFICABLE/NON TRAFFICABLE ROOFS ARE

TO CONNECT TO THE RAINWATER TANK FOR REUSE,

AND TREATED FOR TOILET REUSE TO ENSURE ALL

THE CRITERIA FOR RISK LEVEL 1 BASED UNDER

TABLE 6.4 OF MANAGING URBAN STORMWATER

HARVESTING AND REUSE BY THE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION NSW DEC 2006.

NOTE 2:

A STORMWATER TANK IS TO PICK UP ALL SURFACE RUNOFF

INCLUDING THE RWT OVERFLOW; AS A MINIMUM THE SWT IS

TO HAVE A MAXIMESH CAGE OVER THE PUMP IN ADDITION TO

AN INLINE AUTOMATIC BACKWASH FILTER. THE REUSE IS TO

TARGET THE LANDSCAPED AREAS ONLY TO ENSURE THE

CRITERIA FOR RISK LEVEL 3 BASED UNDER TABLE 6.4 OF

MANAGING URBAN STORMWATER HARVESTING AND REUSE

BY THE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

NSW DEC 2006.

RL 63.00


COMMERCIAL

1212 m2

EXISTING RETAIL AND COMMERCIAL

TO BE RETAINED

SITE BOUNDARY

EXTENT OF UNCLE BUCK'S HOTEL

TO BE RETAINED

SITE BOUNDARY

EXISTING ROOF

BELOW

EA

SM

EN

T F

OR

E

LE

CT

RIC

IT

Y

FOYER

FEMALE

TOILETS

MALE

TOILETS

ACCESIBLE

TOILET

LIFT 01LIFT 01

KITCHENETTE

FACADE SCREENING

B

LIN

E O

F A

WN

IN

G B

ELO

W

VD

Ø225mm OVERFLOW PIPE

FROM RWT TO BE CONCEALED

TO ARCHITECT'S DETAILS.

900x900 SIDE

ACCESS

EXTENT OF WORKS

900x900 SIDE

ACCESS

LEVEL 1 PLAN

SCALE 1:200

12 m840

SCALE 1:200 @ A1


1061:200

LEVEL 1

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


SUSPENDED SWT/OSD TANK WALLS DIMENSIONS, WEIR

LEVELS & ACCESS SPACING

SCALE 1:50

SUSPENDED SWT/OSD TANK BOTTOM SRL

SCALE 1:50

15.83m

7.05

m5

.0

0m

2.80m

3

.

4

6

m

3

.

7

4

m

3

.

4

8

m

3

.

2

5

m

3

.

4

6

m

2

.

7

7

m

2

.

8

4

m

2

.

8

9

m

2

.

3

5

m

3

.

3

5

m

3

.

4

8

m

3

.

3

4

m

3

.

4

8

m

3

.

2

7

m

2

.

8

6

m

2

.

9

1

m

2

.

3

3

m

SWT WEIR

RL 56.70

3

.3

4

m

1.5 YEAR ARI

WEIR RL 56.44

100 YEAR ARI OF

WEIR RL 56.70

1.20m

2.5

5m

0.9

0m

0.90m

12.20

m

3 m210

SCALE 1:50 @ A1

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


OSD DETAILS

107As Shown

AND CALCULATION

SHEET 1 OF 2

5

0

0

m

m

40

0m

m

BRACKETS FIXED TO

PIT WALL TO HOLD

SCREEN IN PLACE

TRASH SCREEN DETAIL

N.T.S.

HOT DIPPED GAL VANISED

LYSAGHT MAXIMESH TYPE

RH3030 SCREEN WITH HANDLE

4

0

0

m

m

Ø77.0mm ORIFICE DIAMETER

3mm STAINLESS STEEL PLATE

Ø123.0mm ORIFICE DIAMETER

3mm STAINLESS STEEL PLATE

1200 x 1200 OPENING


IRONS AT 300mm CENTERS

IN ACCORDANCE WITH THE


2.30m

CLEARANCE

1200 x 1200 OPENING

2.43m

CLEARANCE

SUSPENDED SWT/OSD TANK DETAIL

SECTION B

SCALE 1:10

900 x 900 OPENING

OSD DETAILS

108As Shown

AND CALCULATION

SHEET 2 OF 2SCALE 1:10 @ A1

0 200 400 600mm

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


CATCHMENT PLAN

SCALE 1:200

CATCHMENT PLAN

109As Shown

AND NODE WATER BALANCE

RESULTS

STORMWATER TANK

NODE WATER BALANCE

N.T.S.

A

12 m840

SCALE 1:200 @ A1

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


SWT RE-USE CALCULATIONS:

AREA TO BE IRRIGATED = 279.3 m

2

YEARLY RE-USE DEMAND = 0.4 KL/Yr/m

2

x 279.3 m

2

= 111.72 KL/Yr

RAINWATER TANK NODE

WATER BALANCE

N.T.S.

NODE WATER BALANCE MODEL

N.T.S.

RAINWATER GRAPH : REUSE VS VOLUME

N.T.S.

RWT RE-USE CALCULATIONS:

RAINWATER RE-USE FOR TOILET FLUSHING OF 55 ON-SITE

TOILETS =

55x0.1 KL/Day/Toilet x

6

7

= 4.71 KL/Day

NOTE:

WATERLESS URINALS TO BE USED

AS MENTIONED IN THE

PRE-APPLICATION MEETING (PAM).

THIS WILL REDUCE REUSE DEMAND .

RAINWATER TANK NOTE:

DUE TO THE LARGE NUMBER OF TOILETS ON

SITE, ACHIEVING THE 80% RE-USE DEMAND

TARGET WOULD REQUIRE A RWT VOLUME

OF OVER 4,500,000 L; A SENSITIVITY/GRAPH

ANALYSIS WAS CONDUCTED TO

RATIONALISE THE PROPOSED RWT VOLUME.

RWT INTERNAL WALLS DIMENSIONS & BOTTOM SRL

SCALE 1:50

17.46m

7.1

1m

0.90m

0.9

0m

900x900 SIDE

ACCESS

900x900 SIDE

ACCESS

900x900 SIDE

ACCESS

FOR STRUCTURAL DETAIL, REFER TO

STRUCTURAL ENGINEER'S PLANS

RL 60.40

SECTION C

RAINWATER TANK

SCALE 1:10

Ø225 PVC OVERFLOW PIPE

FROM RWT

IL 61.30


IRONS AT 300mm CENTERS IN

ACCORDANCE WITH THE


RWT TWL 61.30

900 x 900 SIDE ACCESS

IL 61.60

RAINWATER TANK DETAILS

109.1As Shown

SCALE 1:10 @ A1

0 200 400 600mm

3 m210

SCALE 1:50 @ A1

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


54.84

56.57

56.24 57.36

56.64

57.00

57.16

56.36

56.88

56.85

57.90

56.43

56.55

57.74

57.35

56.00

56.93

56.91

56.67

56.54

56.52

56.46

57.45

57.07

57.18

56.38

56.89

56.96

55.25

56.96

57.96

57.64

57.52

56.91

57.23

57.49

57.41

57.13

58.16

57.94

58.21

58.23

58.20

58.47

58.33

57.36

57.54

57.65

57.55

57.68

55.09

54.96

55.13

55.08

56.95

56.66

57.11

56.83

56.12

56.26

57.87

55.97

55.99

57.09

57.7

4

55.68

56.04

57.38

55.83

56.22

57.90

56.58

56.01

56.00

56.02

55.37

57.66

56.02

56.24

56.16

57.45

55.90

56.05

55.26

56.51

56.02

56.44

57.70

55.56

56.20

56.49

56.67

56.26

55.84

55.27

56.37

55.13

Grate RL 55.98 Grate

RL 56.0

1

57.12

57.00

57.79

57.81

57.57

57.59

56.49

56.65

56.43

56.91

56.46

57.25

57.79

56.17

57.82

57.34

56.17

57.81

56.70

57.49

57.69

56.41

56.91

57.14

56.84

57.20

54.74

55.01

57.5057.69

56.43

57.29

57.66

56.87

57.33

56.14

56.22

55.21

57.31

56.44

56.91

57.29

56.07

57.04

56.34

57.61

56.87 56

.9457

.32

55.22

55.03

54.99

57.75

56.18

57.70

56.78

57.19

57.31

57.88

57.42

56.45

57.83

57.66

57.37

56.94

57.0156

.76

57.53

57.50

57.99

56.14 57.28

57.87

57.15

57.10

57.84

57.97

55.07

55.17

54.87

55.00

54.77

55.07

54.62

55.08

56.18

58.11

57.89

54.84

54.97

55.10

54.92

54.62

54.72

54.85

54.92

55.23

58.14

58.13

57.37

57.35

57.7257.69

56.01

55.17

55.24

55.99

55.71

58.02

57.86

58.13

55.0155.04

54.99

57.63

57.42

57.62

56.83

57.04

55.13

BitumenRoad

Mou

ntSt

reet


Concrete

ConcreteRoundabout



Awning(Stencilecrete

Under)

Aw

ning

(Pav

ers

Und

er)

FloorLevel

57.31

FloorLevel

57.74

FloorLevel

57.72

PramCrossing

Lip

PramCrossing

PramCrossing

Concrete

CarParkingSpaces

(PaintedLines)

CarParkingSpaces

(PaintedLines)

CarParkingSpaces

(PaintedLines)

Top of Bank

58

56.91

Floor

Leve

l56.96

Floor

Leve

l

56.55

Floor

Leve

l56

.54

Floor

Leve

l

56.10

Awning(Concrete

Under)

56.26

Floor

Leve

l56.28

Floor

Leve

l

Misc Pits

Boom G

ate

Grate

RL

55.06

ConcreteBuilding"UncleBucksHotel"

Pebblecrete

55

55

55

55

MetalStorageArea

CoveredVehicleAccess

CoveredVehicleAccess

Ease

men

t For

Ele

ctric

ity P

urpo

ses (

E985

882)

Veh

icle

Cro

ssin

g

TiledRamp

No

Park

ing

Are

a

Lip

AreaInaccessible

MetalBuildingKerb

Kerb

Concrete


Path

NatureStrip

Kerb

&

LipLip

PramCrossing

BitumenRoad

ConcreteBuilding

Ease

men

t For

Ele

ctric

ity P

urpo

ses (

E985

882)

EasementForElectricityPurposes(E985882)

CarParkingSpaces

(PaintedLines)

CarParkingSpaces

(PaintedLines)

CarParkingSpaces

(PaintedLines)

CarParkingSpaces

(PaintedLines)

Awning(Concrete

Under)

Awning(Stencilecrete

Under)

Concrete 57

57

56

Gua

rd R

ail

Guard Rail

Gua

rd R

ail

MetalCovered

Area"Yummy

CharcoalChicken"

Elec

trica

lSu

bsta

tion


ShopTenancy

Sign

1DP

11199155640m²(Title)

1DP

11199155640m²(Title)

56

57


1DP

11199155640m²(Title)

"Medical&

DentalSurgery"

"MuscleFactory"

"PizzaHut"

"MuscleFactory"

"PizzaHut""Yummy

CharcoalChicken"

"C.M.JVideo

&Spice

Centre"

Concrete

PROPOSED

SILT FENCE

1.8 HIGH CONSTRUCTION

BARRIER FENCING SHOWN

OUTSIDE BDY FOR CLARITY

BRICK AND OTHER

NON-WEATHER AFFECTED

MATERIAL STORAGE AREA

STOCK PILE

AREA FOR

SOIL RE-USE

STOCK PILE

AREA DURING

CONSTRUCTION

TEMPORARY

STABILISED

SITE ACCESS

TEMPORARY

SITE OFFICE

HOLDING TANK

FILTRATION UNIT

MANUALLY ACTIVATED

SUBMERSIBLE PUMP TO BE

PLACED ON PLINTH AT MIN 600mm

FROM INVERT OF STILLING POND.

CONTRACTOR IS TO ENSURE

SEDIMENT HAS SETTLED PRIOR

TO PUMP OPERATION.

SEDIMENT MATERIAL IS TO BE

CLEARED REGULARLY AND SHALL

NOT AT ANY TIME REACH THE

LEVEL OF THE PUMP INTAKE

.

PUMP LINE

DISCHARGE WATER

THROUGH HAY BALES TO

PREVENT EROSION

PROVIDE TAP AND HOSE BEHIND

FENCELINE. ALL TRUCK TIRES

MUST BE WASHED DOWN

BEFORE DEPARTING

SEDIMENT & EROSION

110As Shown

CONTROL PLAN

& MISCELLANEOUS DETAILS

12 m840

SCALE 1:200 @ A1

ROLL OF NETTING FILLED

WITH 50-70mm GRAVEL

50

0

DRAPE BOTTOM 150mm OF SILT FENCE

IN TRENCH, BACKFILL WITH SOIL AND

COMPACT TO ENSURE ANCHORAGE.

50

0

150

15

0

FILTER CLOTH "PROPEX

1380 SILT STOP" OR

APPROVED EQUIVALENT

1.0m (MIN) LONG FENCE

POSTS. 'T' OR 'U' TYPE

STEEL OR 50mm HARDWOOD

SILT FENCE NOTES:

1. FILTER CLOTH TO BE FASTENED SECURELY TO POSTS WITH

GALVANISED WIRE TIES, STAPLES OR ATTACHMENT BELTS.

2. POSTS SHOULD NOT BE SPACED MORE THAN 3.0m APART.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER

THEY SHALL BE OVERLAPPED BY 150mm AND FOLDED.

4. FOR EXTRA STRENGTH TO SILT FENCE, WOVEN WIRE (14mm

GAUGE, 150mm MESH SPACING) TO BE FASTENED SECURELY

BETWEEN FILTER CLOTH AND POSTS BY WIRE TIES OR STAPLES

5. INSPECTIONS SHALL BE PROVIDED ON A REGULAR BASIS,

ESPECIALLY AFTER RAINFALL AND EXCESSIVE SILT DEPOSITS

REMOVED WHEN "BULGES" DEVELOP IN SILT FENCE

6. SEDIMENT FENCES SHALL BE CONSTRUCTED WITH SEDIMENT

TRAPS AND EMERGENCY SPILLWAYS AT SPACINGS NO GREATER

THAN 40m ON FLAT TERRAIN DECREASING TO 20m SPACINGS ON

STEEP TERRAIN.

GEOTEXTILE FILTER FABRIC

(WOVEN) ON OUTER SIDE OF MESH

DIRECTION

OF FLOW

20

0

50

0

1

.

0

m

M

I

N

STEEL REINFORCING MESH

STAKES DRIVEN

500-700mm INTO GROUND

2

.0

m

150-200mm

THICK

N

E

W

O

R

E

X

I

S

T

I

N

G

K

E

R

B

EXISTING ROADWAY

M

I

N

I

M

U

M

W

I

D

T

H

2

.

0

0

0

m

B

O

U

N

D

A

R

Y

F

R

O

N

T

300mm MIN.

150-200mm MIN.

M

IN

. L

E

N

G

T

H

1

0

M

E

T

R

E

S

GEOTEXTILE FILTER CLOTH (MANDATORY

WHEN WORKING ON CLAYEY SOILS)

SEDIMENT & EROSION NOTES

1. IMMEDIATELY FOLLOWING SETTING OUT OF THE WORKS, BUT PRIOR TO

COMMENCEMENT OF ANY CLEARING OR EARTHWORKS, THE CONTRACTOR AND

SUPERINTENDENT SHALL WALK THE SITE TO NOMINATE THE LOCATIONS AND TYPES OF

SEDIMENT AND EROSION CONTROL MEASURES TO BE ADOPTED. THESE MEASURES

SHALL BE IMPLEMENTED PRIOR TO ANY CLEARING OR EARTHWORKS AND MAINTAINED

UNTIL THE WORKS ARE COMPLETED AND NO LONGER POSE AN EROSION HAZARD,

UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT.

2. IMMEDIATELY FOLLOWING SETTING OUT OF THE WORKS, BUT PRIOR TO

COMMENCEMENT OF ANY CLEARING OR EARTHWORKS, THE CONTRACTOR AND

SUPERINTENDENT SHALL WALK THE SITE TO IDENTIFY AND MARK TREES WHICH ARE TO

BE PRESERVED. NOTWITHSTANDING THE ABOVE,THE CONTRACTOR SHALL TAKE ALL

REASONABLE PRECAUTIONS TO MINIMISE DISTURBANCE TO EXISTING VEGETATION AND

GROUND COVER OUTSIDE THE MINIMUM AREAS REQUIRED TO COMPLETE THE WORKS

AND SHALL BE RESPONSIBLE FOR RECTIFICATION, AT ITS OWN COST, OF ANY

DISTURBANCE BEYOND THOSE AREAS.

3. PROVIDE GULLY GRATE INLET SEDIMENT TRAPS AT ALL GULLY PITS.

4. PROVIDE SILT FENCING ALONG PROPERTY LINE AS DIRECTED BY SUPERINTENDENT.

5. ADDITIONAL CONTROL DEVICES TO BE PLACED WHERE DIRECTED BY THE PRINCIPLE.

6. ALTERNATIVE DESIGNS TO BE APPROVED BY SUPERINTENDENT PRIOR TO

CONSTRUCTION.

7. WASH DOWN/RUMBLE AREA TO BE CONSTRUCTED WITH PROVISIONS RESTRICTING ALL

SILT AND TRAFFICKED DEBRIS FROM ENTERING THE STORMWATER SYSTEM.

8. NO WORK OR STOCKPILING OF MATERIALS TO BE PLACED OUTSIDE OF SITE WORK

BOUNDARY.

9. APPROPRIATE EROSION AND SEDIMENT CONTROLS TO BE USED TO PROTECT

STOCKPILES AND MAINTAINED THROUGH OUT CONSTRUCTION.

10. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE DUE CARE OF NATURAL

VEGETATION. NO CLEARING IS TO BE UNDERTAKEN WITHOUT PRIOR APPROVAL FROM

THE SUPERINTENDENT.

11. TO AVOID DISTURBANCE TO EXISTING TREES, EARTHWORKS WILL BE MODIFIED AS

DIRECTED ON-SITE BY THE SUPERINTENDENT.

12. THE LOCATION OF EROSION AND SEDIMENTATION CONTROLS WILL BE DETERMINED ON

SITE BY THE SUPERINTENDENT.

13. ACCESS TRACKS THROUGH THE SITE WILL BE LIMITED TO THOSE DETERMINED BY THE

SUPERINTENDENT AND THE CONTRACTOR PRIOR TO ANY WORK COMMENCING.

14. ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO WORKS

COMMENCING ON SITE. THE SUPERINTENDENT'S SURVEYOR SHALL PEG ALL

ALLOTMENT BOUNDARIES, PROVIDE COORDINATE INFORMATION TO THESE PEGS AND

PLACE BENCH MARKS. THE CONTRACTOR SHALL SET OUT THE WORKS FROM AND

MAINTAIN THESE PEGS.

15. PLANS ARE MINIMUM REQUIREMENTS AND ARE TO BE USED AS A GUIDE ONLY. EXACT

MEASURES USED SHALL BE DETERMINED ON SITE IN CONJUNCTION WITH PROGRAM OF

CONTRACTORS WORKS etc.

40-75mm

CRUSHED ROCK

RUNOFF DIVERSION BUND

INCORPORATED INTO THE PAD WHEN

ENTRY/EXIT POINT IS LOCATED

DOWN-SLOPE OF THE SOIL DISTURBANCE

SHAKEDOWN DEVICE

N.T.S.

FIELD INLET SEDIMENT TRAP

N.T.S.

KERB INLET PROTECTION

SAG GULLIES

N.T.S.

GEOTEXTILE FABRIC

OVER GRATE

SEDIMENT & EROSION CONTROL PLAN

SCALE 1:200

SILT FENCE DETAIL

N.T.S.

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

SL72 MESH

30 COVER

2N12

CONSTRUCT DRIVEWAY

TO DESIGN GRADES

N12-400 U BARS

VARIABLE WIDTH

GRATED DRAIN

GRATED DRAIN DETAIL

N.T.S.

STORMWATER DRAINAGE TO BE SEWER GRADE

CLASS SH STRAP TO BASEMENT WALL AT150 C/C

USING GALVANISED TIES AND FIXINGS/ OR FIX

TO CEILING OF UNITS AND ENCLOSURE.

GALVANISED MILD STEEL GRATE

HINGED TO FRAME AND PROVIDED

WITH CHILD SAFE 'J-LOCKS'.

SURROUND SURFACES SHALL

GRADE TO INLET PIT

TYPICAL GRATED

INLET PIT DETAIL

N.T.S.

D

I

R

E

C

T

I

O

N

O

F

F

L

O

W

D

I

R

E

C

T

I

O

N

O

F

F

L

O

W

BALL FLOAT OR SIMILAR TO

SHUT OFF DIVERSION SYSTEM

FIRST FLUSH OF CONTAMINATED

WATER IS DIVERTED INTO CHAMBER

WATER FLOW

FROM ROOF

TO TANK

SLOW RELEASE OF STORMWATER

AFTER STORM EVENT. MUST HAVE THE

ABILITY TO BE CLEANED TO REMOVE

DEBRIS

ALLOW FOR FURTHER ABSORPTION

FIRST FLUSH WATER

DIVERTER DETAIL

N.T.S.

A


GPT SELECTION & DETAILS

111As Shown

& MAINTETNACE SCHEDULE

Project No.


ScaleDwg. No. Issue

A1



[email protected]



Anthony Hasham

ArchitectClient

Council

190768







Marchese Partners

F +61 2 9929 5786

Marchese partners


Marchese partners

P +61 2 9922 4375


North Sydney,

E [email protected]

NSW 2060 Australia

A


3D VIEW FOR TYPICAL

CDS SEPARATOR

N.T.S.

MAINTENANCE SCHEDULE

N.T.S.

CDS SEPARATOR

SIZING REQUEST FORM

CDS SEPERATOR TREATMENT FLOW:

TREATMENT FLOW IS LIMITED BY THE MAXIMUM 1.5

YEAR ARI SITE DICHARGE:

Q

1.5YRS

= 8.29 L/s.

13 mount street, mount druitt proposed addition and … · confined space danger sign a) a confined...

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