STORMWATER PIT SCHEDULE - apps.planningportal.nsw.gov.au

PLANT

70 m2

RESIDENTIAL TOWER STORAGE

PLANT

57 m2


GREASE ARRESTOR

40 m2

AC LIFT

1

CARPARKING

4,783 m2

2

11 DDA PARKING SPACES

107 ILU PARKING SPACES

3

4

5

1

1

8

9

10

11

TOWER

LIFT

RL -2.10

IL LIFT

ILU STORAGE

PODIUM

LIFT


RE

SID

EN

TIA

L T

OW

ER

S

TO

RA

GE

R

E

S

I

D

E

N

T

I

A

L

T

O

W

E

R

S

T

O

R

A

G

E

R

E

S

I

D

E

N

T

I

A

L

T

O

W

E

R

S

T

O

R

A

G

E

UPVC

DN1

50

UPVC DN150 UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

UPVC

DN1

50

450x45

0 PIT

450x45

0 PIT

450x45

0 PIT

450x450 PIT

450x45

0 PIT

450x45

0 PIT

450x450 PIT

450x450 PIT

450x45

0 PIT

450x45

0 PIT

450x45

0 PIT

AC005

BC005

UPVC DN150

450x45

0 PIT

UPVC DN150

CC006

DC006

UPVC

DN1

50

B2-10 B2-11

B2-14

B2-12

B2-4

B2-13B2-5

B2-6B2-17

B2-6

B2-18

B2-16

B2-19

B2-3B2-2

B2-21

B2-1

B2-20

B2-9

B2-8

B2-7

B2-15

PUMP PIT

B2-15

UPVC

DN15

0

UPVC DN150

UPVC

DN1

50

UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

-2.10

UPVC DN150

DROPPER FROM B1

DROPPER FROM GROUND LEVEL

DROPPER FROM GROUND LEVEL AND B1

DROPPER FROM B1

DROPPER FROM GROUND LEVELAND B1

DROPPER FROM B1

COLLECTION PIT

NOTES

INLET

INDICATE DRAINAGE PIPEWORK. FINAL DRAINAGE BYHYDRAULIC ENGINEER DURING DETAILED DESIGN

INDICATE OVERFLOW PIPEWORK

EMERGENCY OVERFLOW (EOF)

BR-X

This Drawing must not be

used for Construction unless

signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.

This document may only be used by

GHD's client (and any other person who

GHD has agreed can use this document)

for the purpose for which it was prepared

and must not be used by any other

person or for any other purpose.

DO NOT SCALE

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:25 August 2020 - 6:49 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C001_JAX.dwg

Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

WESTS CITY

309 KING STREET, NEWCASTLE

CIVIL WORKS

BASEMENT LEVEL 2 DRAINAGE PLAN

22-19424-C001

B

R. CRAWFORD D. SPARKES

D. SPARKES

AS SHOWN

A ISSUED FOR DA RC DS

B REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20

0 2000 8000 10000mm60004000

SCALE 1:200 AT ORIGINAL SIZE

N

BASEMENT LEVEL 2 PLANSCALE 1:200

GHD Tower, Level 3

24 Honeysuckle Drive, Newcastle NSW 2300 Australia

PO Box 5403 Hunter Rgn Mail Cent. NSW 2310

T 61 2 4979 9999 F 61 2 4979 9988

E [email protected] W www.ghd.com

STORMWATER PIT SCHEDULEMARK PIT SIZE PIT TYPE LID TYPE SURFACE

LEVEL INV INLET INV OUTLET COMMENTS

B2-1 400Ø PRECAST INLET PIT GRATED -2.10 -3.12 -3.12









B2-10 450 x 450 PRECAST INLET PIT GRATED -2.10 -4.01 -4.01












GPT - - - -2.10 -4.21 -4.21 GROSS POLLUTANT TRAP

PUMPPIT - - - -2.10 -4.28 -4.28 -

PUMP UP TO OUTLET ONTO KING STREET

PLANT

40 m2



PUMP ROOM

40 m2

AC LIFT

CARPARKING

4,731 m2

133 RESIDENTAIL PARKING

RL 0.80

IL LIFT

ILU STORAGE

PODIUM

LIFT

TOWER

LIFT

1:8

1:6


IL

U S

TO

RA

GE

NE

W W

ES

TS

C

LU

B C

AR

PA

RK

R

AM

P

R

E

S

I

D

E

N

T

I

A

L

T

O

W

E

R

S

T

O

R

A

G

E

R

E

S

I

D

E

N

T

I

A

L

T

O

W

E

R

S

T

O

R

A

G

E

AC005

BC005

UPVC

DN1

50


UPVC DN150

UPVC DN150

UPVC DN150

CC006

DC006

UPVC

DN1

50

B1-18

B1-19 B1-6

B1-14

B1-13B1-12

B1-4B1-3B1-2

B1-10

B1-11

B1-15

B1-21

B1-20

B1-9

B1-8

B1-7

B1-17

B1-5

B1-1

DROPPER TO B2 AND DROPPERCONTINUING FROM GROUND LEVEL

B1-16

AGED CAREDROP-OFFKING STREETCARPARK & SERVICEENTRYEX RL +4.606 METERSNO STOPPING ZONEEX RL +4.68EX RL +4.79RL 4.63RL 4.50RL 5.00A.C. ADMIN134 m24.50SUBSTATION90 m2WATERMETER10 m2STORE9 m2 MAILROOM15 m2STORE6 m2KITCHEN215 m2 A.C. ENTRY125 m2RL 4.50AMENITIES27 m2ACLIFTSWITCH BOARD3 m2RL 4.30RL 4.50COMMS ROOM11 m2

4.504.30

ILLIFTBIN ROOM18 m2BIKE STORE21 m222 BIKES4.50137 CAR SPACES17 MOTORBIKE SPACESLAUNDRY50 m211A12A131415164.30171819202122M23M24MVIS25VIS26VIS27VIS34VIS35VIS36VIS37VIS28VIS29VIS30VIS31VIS32VIS338R9R10RRAINWATER COLLECTION10 m2FIRE SYSTEMPUMP ROOM42 m2FIRE WATERTANK115 m25CARPARKING2,223 m2C6C7CTOWERLIFT343.70BIN ROOM27 m2RL 4.30RL 5.00IRRIGATIONROOM7 m2STORE9 m2STORE4 m2WC39 m2S2MRL 3.70

A.C. HOT WATER16 m2RL 3.70BIKE STORE113 m2146 BIKESEND OF TRIP37 m23.70MAIN SWITCHBOARD8 m2

FCC14 m2PODIUMLIFTRESTAURANT148 m2STAFFWC25 m2

SALON39 m2MEDICAL CENTRE242 m2RL 4.66FB5 m2RL 4.40CIRCULATION15 m2RL 4.40PODIUMRESIDENTIALLOBBY138 m2RL 5.00STORE11 m2PODIUM LOBBYCAFE133 m2MAIL8 m2BOH9 m2RL 4.30BULL STREET

RAVENSHAW STREET

UPVC DN150

DROPPER TO B2

DROPPER TO B2 AND DROPPER

CONTINUING FROM GROUND LEVEL

DROPPER TO B2

DROPPER TO B2

UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

UPVC

DN15

0

UPVC

DN1

50

0.80

DROPPER FROM GROUND LEVEL

NOTES

INLET




BR-X



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

WESTS CITY


CIVIL WORKS

BASEMENT LEVEL 1 DRAINAGE PLAN

22-19424-C002

C


D. SPARKES

AS SHOWN


B EXISTING SUBATATION ADDED KK DS 23.03.20

C REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20

0 2000 8000 10000mm60004000


N

BASEMENT LEVEL 1 PLANSCALE 1:200

EXISTING SUBSTATION

EXISTING CONTIGUOUS WALL

GHD Tower, Level 3



T 61 2 4979 9999 F 61 2 4979 9988


STORMWATER PIT SCHEDULEMARK OUTLET

SIZE INLET TYPE INLETSIZE

SURFACELEVEL INV INLET INV OUTLET COMMENTS

B1-1 400Ø - - 0.80 -0.23 -0.23

B1-2 400Ø - - 0.80 -0.18 -0.18

B1-3 400Ø - - 0.80 -0.18 -0.18

B1-4 400Ø - - 0.80 -0.18 -0.18

B1-5 400Ø - - 0.80 -0.19 -0.19

B1-6 400Ø - - 0.80 -0.19 -0.19

B1-7 400Ø - - 0.80 -0.18 -0.18

B1-8 400Ø - - 0.80 -0.18 -0.18

B1-9 400Ø - - 0.80 -0.19 -0.19

B1-10 150Ø FLAT 260Ø 0.80 -0.46 -0.46

B1-11 150Ø FLAT 260Ø 0.80 -0.75 -0.75

B1-12 150Ø FLAT 260Ø 0.80 -0.92 -0.92

B1-13 150Ø FLAT 260Ø 0.80 -0.35 -0.35

B1-14 150Ø FLAT 260Ø 0.80 -0.23 -0.23

B1-15 150Ø FLAT 260Ø 0.80 -0.23 -0.23

B1-16 150Ø FLAT 260Ø 0.80 -0.95 -0.95

B1-17 150Ø FLAT 260Ø 0.80 -0.25 -0.25

B1-18 150Ø FLAT 260Ø 0.80 -0.39 -0.39

B1-19 150Ø FLAT 260Ø 0.80 -0.36 -0.36

B1-20 150Ø FLAT 260Ø 0.80 -0.21 -0.21

B1-21 150Ø FLAT 260Ø 0.80 -0.23 -0.23

AGED CARE

DROP-OFF

KING STREET

CARPARK & SERVICE

ENTRY

EX RL +4.60

6 METERS

NO STOPPING ZONE

EX RL +4.68

EX RL +4.79

RL 4.63

RL 4.50

RL 5.00

A.C. ADMIN

134 m2

4.50

SUBSTATION

90 m2

WATER

METER

10 m2

STORE

9 m2

MAIL

ROOM

15 m2

STORE

6 m2

KITCHEN

215 m2

A.C. ENTRY

125 m2

RL 4.50

AMENITIES

27 m2

AC

LIFT

SWITCH BOARD

3 m2

RL 4.30

RL 4.50

COMMS ROOM

11 m2

4.50

4.30

IL

LIFT

BIN ROOM

18 m2

BIKE STORE

21 m2

22 BIKES

4.50

1

37 CAR SPACES

17 MOTORBIKE SPACES

LAUNDRY

50 m2

11

A

12

A

13

14

15

16

4.30

17

18

19

20

21

22

M

23

M

24

M

VIS

25

VIS

26

VIS

27

VIS

34

VIS

35

VIS

36

VIS

37

VIS

28

VIS

29

VIS

30

VIS

31

VIS

32

VIS

33

8

R

9

R

10

R

RAINWATER COLLECTION

10 m2

FIRE SYSTEM

PUMP ROOM

42 m2

FIRE WATER

TANK

115 m2

5

CARPARKING

2,223 m2

C

6

C

7

C

TOWER

LIFT

3

4

3.70

BIN ROOM

27 m2

RL 4.30

RL 5.00

IRRIGATION

ROOM

7 m2

STORE

9 m2

STORE

4 m2

WC

39 m2

S

2

M

RL 3.70

A.C. HOT WATER

16 m2

RL 3.70

BIKE STORE

113 m2

146 BIKES

END OF TRIP

37 m2

3.70

MAIN SWITCHBOARD

8 m2

FCC

14 m2

PODIUM

LIFT

RESTAURANT

148 m2

STAFF

WC

25 m2

SALON

39 m2

MEDICAL CENTRE

242 m2 RL 4.66

FB

5 m2

RL 4.40

CIRCULATION

15 m2

RL 4.40

PODIUM

RESIDENTIAL

LOBBY

138 m2

RL 5.00

STORE

11 m2

PODIUM LOBBY

CAFE

133 m2

MAIL

8 m2

BOH

9 m2

R

L

4

.

3

0

B

U

L

L

S

T

R

E

E

T

R

A

V

E

N

S

H

A

W

S

T

R

E

E

T

G-8

UPVC DN225

UPVC DN150

UPVC

DN1

50

UPVC DN225

FOR CONTINUATIONREFER OVER

CC006

DC006

UPVC

DN2

25

UPVC DN225

UPVC DN225

AC005

65kL RAINWATER COLLECTIONTANK FOR WATER HARVESTEDFROM ROOF. TO BE USED FORCOMMON AREA TOILET ANDLAUNDRY AND FORLANDSCAPE WATERING.OVERFLOW TO STORMWATERSYSTEM

G-25G-24 G-23 G-22

G-21 G-20 G-19

G-9

G-10

G-7

G-6

G-5

G-4G-3

G-2

G-1

DROPPER TO B2

UPVC

DN1

50

UPVC DN150

UPVC

DN1

50

DROPPER TO B2

DROPPER TO B1


UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

UPVC

DN1

50

4.30

3.70

4.30

5.00

4.63

4.50

DROPPER TO B2

DROPPER FROM ROOFCOLLECTIONOVERFLOW

DN150 (OVER)

DN15

0 (OV

ER)

DN15

0 (OV

ER)

DN150 (OVER)

DN15

0 (OV

ER)

DROPPER FROM ROOFDRAINAGE COLLECTION

UPVC DN150

UPVC

DN2

25 D

ETEN

TION

TAN

K OV

ERFL

OW

UPVC

DN1

00

RISER FROM BASEMENT

DROPPER FROM ROOFPODIUM DRAINAGE

DROPPER FROM LEVEL 1 ANDLEVEL 5 PODIUM DRAINAGE

DROPPERS FROM ROOF FOR ROOFPODIUM DRAINAGE AND ROOF PODIUM OVERFLOW

DN150 (OVER)

DN150 (OVER)

EXISTING KIP

RAINWATER COLLECTIONTANK

OVERFLOW TODETENTION TANK

LOW FLOW FROM DETENTIONTANK

DETENTION TANK

UPVC

DN1

00

OVERFLOW PIPE

OVER

FLOW

PIP

E

DROPPER FROM GROUND FLOORFOR OVERFLOW

DROPPER FROM GROUND FLOORFOR 1/20 EVENT UPVC DN150

UPVC DN150

RL 5.00

T

BBY

REFE

R OV

ER

DC006

CC006

G-19

G-18

G-17

G-16

G-15

G-14

G-13

G-12

G-11

LOW FLOW FROM DETENTIONTANK

60kL DETENTION TANK

65kL RAINWATER COLLECTION TANK

NOTES

INLET




BR-X



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Tower, Level 3



T 61 2 4979 9999 F 61 2 4979 9988


Plot Date: Cad File No:25 August 2020 - 6:47 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C003_JR.dwg

Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

WESTS CITY


CIVIL WORKS

GROUND FLOOR DRAINAGE PLAN

22-19424-C003

C


D. SPARKES

AS SHOWN


B EXISTING- SUBATATION ADDED KK DS 23.03.20

C REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20

0 2000 8000 10000mm60004000


N

GROUND FLOOR PLANSCALE 1:200

EASTERN BOUNDARY PAVING PLANSCALE 1:200

BC005

HUMES HUMEGUARD PROPRIETARY GROSSPOLLUTANT TRAP

STORMWATER 360 JELLYFISH TERTIARY TREATMENT SYSTEM.

BUILD

ING-

OUT

LINE

EXISTING SUBSTATIONACCESS PENETRATIONS INPAVEMENT TO REMAIN

EXISTING VENT STRUCTURETO BE RE-ORIENTATEDAGAINST EXISTING WALL ANDTO BE INCORPORATED INLANDSCAPE DESIGN

STORMWATER PIT SCHEDULE

MARK OUTLETSIZE INLET TYPE INLET

SIZESURFACE


G-1 400Ø - - - 3.46 3.46

G-2 400Ø - - - 3.46 3.46

G-3 400Ø - - - 3.45 3.45

G-4 400Ø - - - 3.39 3.39

G-5 150Ø FLAT 260Ø - 3.33 3.33

G-6 150Ø FLAT 260Ø - 3.37 3.37

G-7 150Ø FLAT 260Ø - 3.85 3.85

G-8 150Ø FLAT 260Ø 4.30 3.24 3.24

G-9 150Ø FLAT 260Ø 4.30 3.32 3.32

G-10 150Ø FLAT 260Ø 3.70 2.75 2.75

G-11 150Ø FLAT 260Ø _ 8.13 8.13

G-12 150Ø FLAT 260Ø _ 7.54 7.54

G-13 150Ø FLAT 260Ø 7.95 7.02 7.02

G-14 150Ø FLAT 260Ø _ 6.87 6.87

G-15 150Ø FLAT 260Ø _ 6.38 6.38

G-16 150Ø FLAT 260Ø _ 5.91 5.91

G-17 150Ø FLAT 260Ø _ 5.33 5.33

G-18 150Ø FLAT 260Ø _ 4.76 4.76

STORMWATER PIT SCHEDULEMARK PIT SIZE PIT TYPE LID TYPE SURFACE


G-19 600x600 GRATED 260Ø 5.00 4.07 4.07

G-20 600x600 GRATED 260Ø - 3.95 3.95

G--21 600x600 GRATED 260Ø - 3.79 3.79

G--22 600x600 GRATED - 4.63 3.73 3.73

G--23 600x600 GRATED 260Ø - 3.68 3.68

G--24 600x600 GRATED 260Ø 4.50 3.60 3.60

GPT - - - 4.50 3.49 3.49 GROSS POLLUTANT TRAP

G--25 600x600 GRATED 260Ø - 3.42 3.42

KING STREET

RL 6.90

RL 7.40

RL 7.40

7.40

RL 7.95

RL 8.50

RL 7.40

E1

DA203

W2

DA204

RL 6.90

DW

RL 8.50

7

.

9

5

B

U

L

L

S

T

R

E

E

T

R

A

V

E

N

S

H

A

W

S

T

R

E

E

T

1:2

0

B3-1B3-2

B3-3

B3-4

B3-5

B3-6

B3-7

UPVC DN150

UPVC

DN1

50UP

VC D

N150

UPVC

DN1

50UP

VC D

N150

UPVC

DN1

50

UPVC DN150

B3-8

EOF

UPVC DN150

EOF

ROOF DRAINAGE OVERFLOWUP

VC D

N100

UPVC DN150

DROPPER FROM LEVEL 5PODIUM DRAINAGE

LEVEL 1 CONTROL PIT FOR1/100 YEAR OVERFLOW

DROPPERS FROM ROOF FOR ROOFPODIUM DRAINAGE AND ROOF PODIUM OVERFLOW

DROPPERS FROM ROOF FORROOF PODIUM DRAINAGE ANDROOF COLLECTIONOVERFLOW TO DETENTIONTANK

DROPPER TO GROUND LEVELTO HARVESTED TANK

DROPPER FROM ROOFDRAINAGE COLLECTION

SURCHARGE PIT FOR 1/100 YEAR STORM EVENT

DROPPER TO GROUND FLOORFOR OVER 1/100 YEAR OVERFLOW

OVERFLOW FROM LEVEL 5 PODIUM

NOTES

INLET




BR-X



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

WESTS CITY


CIVIL WORKS

LEVEL 1 FLOOR DRAINAGE PLAN

22-19424-C004

A

J. RYNER D. SPARKES

D. SPARKES

AS SHOWN

A REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20

0 2000 8000 10000mm60004000


N

LEVEL 1 PLANSCALE 1:200

GHD Tower, Level 3



T 61 2 4979 9999 F 61 2 4979 9988


PLANT

40 m2



PUMP ROOM

40 m2

AC LIFT

CARPARKING

4,731 m2

133 RESIDENTAIL PARKING

RL 0.80

IL LIFT

ILU STORAGE

PODIUM

LIFT

TOWER

LIFT

1:8

1:6


ILU

S

TO

RA

GE

NE

W W

ES

TS

C

LU

B C

AR

PA

RK

R

AM

P

R

E

S

I

D

E

N

T

I

A

L

T

O

W

E

R

S

T

O

R

A

G

E

R

E

S

I

D

E

N

T

I

A

L

T

O

W

E

R

S

T

O

R

A

G

E

UPVC

DN1

50

450x45

0 PIT

450x45

0 PIT

450x45

0 PIT

450x45

0 PIT

450x45

0 PIT

450x450 PIT

450x450 PIT

450x450 PIT

450x45

0 PIT

450x45

0 PIT

PUMP PIT

450x45

0 PIT

2.90

2.50

LEGEND:

PROPOSED STORMWATERINLET PIT WITH GRATED LID

PROPOSED STORMWATERINLET PIT WITH CONCRETE LID

PROPOSED STORMWATERPIPE

EXISTING SPOT LEVELS

DESIGN SURFACE LEVELS

BOUNDARY

PROPOSED Ø100 SUBSOILDRAIN CONNECTED TOSTORMWATER SYSTEM

FLOW PATH

MAJOR OVERLAND FLOW -DIRTY WATER

MAJOR OVERLAND FLOW -CLEAN WATER

CREST

EXISTING SEWER

PAVEMENTTYPE 1

PAVEMENTTYPE 2

PAVEMENTTYPE 3

SEDIMENTBARRIER

PIT INLETPROTECTION

STRAW BALEFILTERS

SEDIMENTBARRIER FORKERB INLET PIT

(E)PSEW

IN

OUT

RAVE

NSHA

W STRE

ETKING STREET

RETAINING WALL

RETAINING WALLBULL STREET

SEDIMENT BASIN

TEMPORARYACCESSRAMP

SHAKERGRID



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Tower, Level 3



T 61 2 4979 9999 F 61 2 4979 9988


Plot Date: Cad File No:19 August 2020 - 4:06 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C005.dwg

Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

WESTS CITY


CIVIL WORKS - BASEMENT

SOIL AND EROSION CONTROL PLAN

22-19424-C005

B

S. BANHAO D. SPARKES

D. SPARKES

1:200

A ISSUED FOR DA SB DS 03.05.19


0 2000 8000 10000mm60004000


N

BASEMENT LEVEL PLANSCALE 1:200

UPVC DN150B5-2B5-1

B5-3

B5-4

B5-5

B5-6

UPVC

DN1

50UP

VC D

N150

UPVC

DN1

50UPV

C DN150

DROPPERS CONTINUING DOWN FORROOF DRAINAGE COLLECTION ANDROOF DRAINAGE OVERFLOW

DROPPERS FOR LEVEL 5 PODIUM DRAINAGE AND OVERFLOW

EOF

DROPPERS FROM ROOF FORROOF PODIUM DRAINAGE ANDROOF COLLECTION OVERFLOW

DROPPERS FROM ROOF FOR ROOFPODIUM DRAINAGE AND ROOF PODIUMOVERFLOW

PODIUM DRAINAGE TO LOWERLEVEL

NOTES

INLET




BR-X



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE



Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

WESTS CITY


CIVIL WORKS

LEVEL 5 FLOOR DRAINAGE PLAN

22-19424-C006

A

J. RYNER D. SPARKES

D. SPARKES

AS SHOWN

A REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20

0 2000 8000 10000mm60004000


N

LEVEL 5 PLANSCALE 1:200

GHD Tower, Level 3



T 61 2 4979 9999 F 61 2 4979 9988


RL 48.80

49.25

48.80

IL LIFT

OVERRUN

PLANT

4 m2

BBQ

50.40

20K LITRE

RAINWATER TANK

41 m2

BBQ AREA

WITH SHADE

STRUCTURE

ABOVE

CHAIR

LIFT

STORE

3 m2

48.80

PLATFORM

LIFT

50.40

50.40

49.25

SHADE

STRUCTURE

ABOVE

SWIMMING

POOL

ENCLOSED

WINTER

GARDEN

RL 48.80

RL 50.40

10K LITRE

RAINWATER TANK

11 m2

PLANT

34 m2

OPEN PLANT

42 m2

RAINWATER COLLECTION TANK FOR WATERHARVESTED FROM ROOF TO CORE AND TANK. TO BEUSED FOR LANDSCAPE WATERING. OVERFLOW TOSTORMWATER SYSTEM

OUTLINE OF ROOF OVER

RAINWATER COLLECTION TANK FORWATER HARVESTED FROM ROOF TOCORE AND PLANT. TO BE USED FORLANDSCAPE WATERING. OVERFLOW TOSTORMWATER SYSTEM

OUTLINE OF ROOF OVER

ROOF STORMWATER COLLECTION DIRECTEDTO HARVEST TANKS ON LOWER LEVEL

DROPPERS FORROOF PODIUM DRAINAGE ANDROOF COLLECTION OVERFLOW

DROPPERS FOR ROOF PODIUMDRAINAGE AND ROOF PODIUM OVERFLOW

DIRECT TO LOWERSTORMWATER TANK

BR-3

BR-2

BR-1

BR-10 BR-9BR-8

BR-11

BR-4

BR-5

BR-6

BR-7

BR-12

BR-13

BR-14

BR-15

BR-16

BR-17

BR-18

BR-19

BR-20

BR-21BR-22

CONTROL DEVICE FOR 1/100 YEARSTORM EVENT INTO DUEL 150ØSYSTEM. DROPPER FORROOF DRAINAGE COLLECTION ANDROOF DRAINAGE OVERFLOW

5kL MINIMUMRAINWATER TANK

UPVC DN150

UPVC DN150

UPVC DN150

UPVC DN150

UPVC

DN1

50

UPVC DN150

UPVC

DN1

50UP

VC D

N150

UPVC

DN1

50UP

VC D

N150

UPVC DN150

UPVC

DN1

50UP

VC D

N150UPVC DN150

UPVC

DN1

50

UPVC DN150UPVC DN150

UPVC

DN1

50

UPVC DN150

EOF

EOF

EOF

RAINWATER TANK OVERFLOW

EOF

EOF

EMERGENCY OVERFLOW (EOF)FROM ROOF. TO FINAL DESIGN

UPVC

DN1

50

UPVC

DN1

50

5kL MINIMUMRAINWATER TANKRAINWATER TANK OVERFLOW

NOTES

INLET




BR-X

PRELIMINARY

WESTS CITY


CIVIL WORKS

STORMWATER HARVEST ROOF PLATFORM

22-19424-C007

B

S. BANHAO D. SPARKES

D. SPARKES

AS SHOWN

A ISSUED FOR DA SB DS 03.05.19


0 200 800 1000mm600400


N

ROOF PLATFORM PLANSCALE 1:200



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Tower, Level 3



T 61 2 4979 9999 F 61 2 4979 9988



Plotted by:

Jaxson Ryner

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

B

AS SHOWN

STORMWATER PIT SCHEDULE - apps.planningportal.nsw.gov.au

Documents