PLANT
70 m2
RESIDENTIAL TOWER STORAGE
PLANT
57 m2
RESIDENTIAL TOWER STORAGE
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
RESIDENTIAL TOWER STORAGE
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
B2-2 400Ø PRECAST INLET PIT GRATED -2.10 -3.08 -3.08
B2-3 400Ø PRECAST INLET PIT GRATED -2.10 -3.08 -3.08
B2-4 400Ø PRECAST INLET PIT GRATED -2.10 -3.08 -3.08
B2-5 400Ø PRECAST INLET PIT GRATED -2.10 -3.09 -3.09
B2-6 400Ø PRECAST INLET PIT GRATED -2.10 -3.09 -3.09
B2-7 400Ø PRECAST INLET PIT GRATED -2.10 -3.08 -3.08
B2-8 400Ø PRECAST INLET PIT GRATED -2.10 -3.08 -3.08
B2-9 400Ø PRECAST INLET PIT GRATED -2.10 -3.08 -3.08
B2-10 450 x 450 PRECAST INLET PIT GRATED -2.10 -4.01 -4.01
B2-11 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.81 -3.81
B2-12 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.52 -3.52
B2-13 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.27 -3.27
B2-14 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.13 -3.13
B2-15 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.15 -3.15
B2-16 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.32 -3.32
B2-17 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.26 -3.26
B2-18 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.57 -3.57
B2-19 450 x 450 PRECAST INLET PIT GRATED -2.10 -3.88 -3.88
B2-20 450 x 450 PRECAST INLET PIT GRATED -2.10 -4.01 -4.01
B2-21 450 x 450 PRECAST INLET PIT GRATED -2.10 -4.09 -4.09
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
RESIDENTIAL TOWER STORAGE
RESIDENTIAL TOWER STORAGE
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
RESIDENTIAL TOWER STORAGE
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
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
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 - 5:26 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C002_JAX.dwg
Plotted by:
Jaxson Ryner
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
WESTS CITY
309 KING STREET, NEWCASTLE
CIVIL WORKS
BASEMENT LEVEL 1 DRAINAGE PLAN
22-19424-C002
C
R. CRAWFORD D. SPARKES
D. SPARKES
AS SHOWN
A ISSUED FOR DA RC DS
B EXISTING SUBATATION ADDED KK DS 23.03.20
C REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20
0 2000 8000 10000mm60004000
SCALE 1:200 AT ORIGINAL SIZE
N
BASEMENT LEVEL 1 PLANSCALE 1:200
EXISTING SUBSTATION
EXISTING CONTIGUOUS WALL
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 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
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
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 DN225 UPVC DN225
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
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
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
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
309 KING STREET, NEWCASTLE
CIVIL WORKS
GROUND FLOOR DRAINAGE PLAN
22-19424-C003
C
R. CRAWFORD D. SPARKES
D. SPARKES
AS SHOWN
A ISSUED FOR DA RC DS
B EXISTING- SUBATATION ADDED KK DS 23.03.20
C REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20
0 2000 8000 10000mm60004000
SCALE 1:200 AT ORIGINAL SIZE
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
LEVEL INV INLET INV OUTLET COMMENTS
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
LEVEL INV INLET INV OUTLET COMMENTS
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
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 - 6:30 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C004_JAX.dwg
Plotted by:
Jaxson Ryner
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
WESTS CITY
309 KING STREET, NEWCASTLE
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
SCALE 1:200 AT ORIGINAL SIZE
N
LEVEL 1 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
PLANT
40 m2
RESIDENTIAL TOWER STORAGE
RESIDENTIAL TOWER STORAGE
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
RESIDENTIAL TOWER STORAGE
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
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
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
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
309 KING STREET, NEWCASTLE
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
B REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20
0 2000 8000 10000mm60004000
SCALE 1:200 AT ORIGINAL SIZE
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
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 - 6:31 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C007.dwg
Plotted by:
Jaxson Ryner
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
WESTS CITY
309 KING STREET, NEWCASTLE
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
SCALE 1:200 AT ORIGINAL SIZE
N
LEVEL 5 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
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
INDICATE DRAINAGE PIPEWORK. FINAL DRAINAGE BYHYDRAULIC ENGINEER DURING DETAILED DESIGN
INDICATE OVERFLOW PIPEWORK
EMERGENCY OVERFLOW (EOF)
BR-X
PRELIMINARY
WESTS CITY
309 KING STREET, NEWCASTLE
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
B REVISED TO SUIT COUNCIL COMMENTS JR DS 12.08.20
0 200 800 1000mm600400
SCALE 1:20 AT ORIGINAL SIZE
N
ROOF PLATFORM PLANSCALE 1:200
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
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
Plot Date: Cad File No:25 August 2020 - 6:20 PM C:\Users\jrryner\Desktop\Wests City Tower\22-19424-C006.dwg
Plotted by:
Jaxson Ryner
(Project Director)
Approved
Job
Manager
Project
Director
PRELIMINARY
B
AS SHOWN