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HWS
27
1516
1718
2324
2526
12
34
56
78
910
1112
1314
1920
2122
3,05
7 po
st
3,74
6 po
st
3,46
5 po
st
3,57
8 po
st
2,70
0 om
p
3,00
0 w
all
6,090 omp
6,840 post
2,49
0 om
p
2,08
3 om
p
19,340 6,500 1,670 1,200
20,424 omp20,688 wall
2,70
02,
700
2,70
02,
700
2,70
02,
700
2,70
02,
700
2,40
02,
400
2,40
02,
400
2,40
02,
400
5,400
6,500
5,400
5,400
2,40
02,
400
2,70
02,
700
2,70
02,
700
2,40
02,
400
2,40
02,
400
400
600
900
300
3600 900 900 900 450 2700 450 900 900 900 3600
1800
2100
750
900
300
1250 2700fenced bin store withwash down facilities withdrain (10m2)
rendered blockwork acoustic timber paling acoustic perspex
sign with max. protrusion of 100mm
sign with max. protrusion of 100mm
rendered blockworkV
SS
SS
S
SS
S
SS
SS
SS
S
bikes
bins
DRIVEWAY
FOOTPATH
LANDSCAPE
PLAYSPACE
SITE COVER
SITE COVERAGE: 771.27sqm 34.35%HARDSTAND: 743.95sqm 33.14%GFA: 631.00sqm 28.10%LANDSCAPE (inc. playspace): 701.16sqm 31.23%
OUTDOOR SPACE:REQUIRED - 644.00sqmUNENCUMBERED - 645.46sqm(including covered - 140.27sqm)
CAR PARKING:REQUIRED - 27
VISITORS (2.7x5.4m min) - 10STAFF (2.4x5.4m min) - 8 tandem (2.4x5.4m min) - 8DISABLED (2.4x5.4m min) - 1
TOTAL SPACES - 27
proposedchildcare
playspace 1
S
playspace
Power pole(High tension)
Power pole(High tension)
26.17
90 °0 '0 "25.95
Sign Post
BitumenSpeed Bump
BitumenSpeed Bump
Traffic IslandSign Post Sign Post
TreeØ 0.1mHt 4m
Ope
n D
rain
(top&gl) (top&
gl)(t
op&g
l)(top&gl)
0.9m Timber LogFence (Fair Cond.)
TreeØ 0.4mHt 3m
TreeØ 0.3mHt 2m
TreeØ 0.3mHt 4m
Sewer M/H(4.04)
Ref Nail at base of kerb A.H.D.level 3.98m (Established fromS.S.M. BAYSWATER 14A usingdata supplied by the GeodeticSection of Landgate)
Medium Grass
Ref Nail at base of kerb A.H.D.level 3.85m (Established fromS.S.M. BAYSWATER 14A usingdata supplied by the GeodeticSection of Landgate)
Non-Mount Non-Mount Non-Mount
DrainageM/H
Sand & Limestone
Medium Grass
TreeØ 0.3mHt 4m
Sand & Limestone
Grass Sign Post
Damaged
Medium Grass
Non-Mount
4.54.0
N e w t o n S t r e e tBitumen
Closest Wire To Boundary(High Tension)
Closest Wire To Boundary(High Tension)
Bitumen
Newton Street
BrickRet. Wall
( Bottom of pipe 2.87 )( Bottom of pit 2.47 )
( Bottom ofpipe 2.91 )
( Bottom ofpipe 2.86 )
( Bottom ofpipe 2.61 )
( Bottom ofpipe 2.58 )
( Bottom of pit 2.19 )
Drainage M/HUnable tolift grate
3 .2 1
3 .7 6
3 .7 5
3.7
5
3 .2 4
4 .9 6
4 .8 04 .6 24 .5 24 .3 7
3 .8 93 .8 1
5 .59
5 .15
4 .7 4
4 .90
4 .56
4 .60
4 .1 6
4 .3 1
4.2
5
4 .2 9
4 .25
4 .42
4 .11
4 .04
3 .85
3 .83
3 .6 2
3 .7 5
3.8
4
3 .8 4
3.8
2
3 .7 7
3 .87
3 .92
3 .94
3.8
73
.94
3 .99
3 .9 5
3 .96
3.9
3
3 .8 7
3 .91
3 .98
3 .893
.39
3.6
1
3 .7 5
4 .0 74 .2 8
4 .1 6
3.4
4
3.6
2
3 .7 3
3.7
5
4 .38
4 .31
4 .78
4 .88
4 .82
4 .65
4 .50
4 .38
4 .48
4 .58
4 .78
4 .73
4 .72
4 .56
4 .38
4 .23
4 .114 .0
64 .3
0
4 .32
4 .43
4 .61
4 .65
4 .56
4 .30
4 .19
4 .58
4 .66
4 .58
4 .65
4 .62
4 .56
4 .26
4 .18
4 .40
4 .64
4 .78
4 .48
4 .09
4 .10
4 .45
3 .92
4 .37
3 .81
4 .13
3 .88 3 .9
7
3 .99
3 .94
3 .84
4 .04
3 .94 3 .9
3 4 .14
3 .98
4 .18
4 .714 .0
3
4 .40
4 .80
4 .5 8
4 .7 3
5 .7 7
5 .8 9
5 .8 3
5 .8 6
5 .7 3
5 .8 4
5 .7 1
5 .6 2
5 .7 24 .6 3
4 .6 5
4 .7 0
4 .6 8
5 .7 2
5 .6 0
5 .5 9
5 .6 1
5 .7 4
4 .86 4 .8 9
5 .0 6
5 .7 9
5 .6 5
5 .7 45 .8 7
5 .1 5
5 .2 9
5 .9 3
5 .8 0
5 .9 06 .0 3
5 .6 3
6 .1 0
5 .9 7
5 .8 35 .9 7
5 .3 1
5 .04
5 .16
5 .36
4.74
4.674.59
4.534.49
4.404.15
4.084.09
3.96
3.96
3.82
3 .6 73 .8 1 3 .7 5
3 .6 7 3.87
3.74
3.90
3.80 3.90
4.01 4.07
4 .10
14.6
90 °0 '0 "25.95
24.9
9
27.96
111°48'50"
90 °0 '0 "
35.3
7
27.96
111°48'40"
90 °0 '0 "83 °29 '0 "
44.1
4
74 °42 '45 " 22.79
111°48'40"
Damaged
5 .9 5
TR[
]
5 .8 6
TR[
]
5 .8 2
TR[
]
5 .7 4
TR[
]
Light Pole
5 .6 8
TR[
]
M/H(5.73)
5 .6 9
TR[
]
GullyPit
TR[
]5 .7 3
Concrete Bollard
Concrete Bollard
Concrete Bollard
Concrete Bollard
Semi-Mount
Semi-Mount
Semi-Mount
Sem
i-Mou
nt
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Gu i l d f o rd RoadBitumen
VACANT
StakePut
StakePut
StakePut
Stake Found(Line Only)
Medium Grass
6.0
6.0
5.5
5.5
5.0
4.5
4.5
5.0
4.0
4.0
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
6 .0 7
5 .8 4
5 .7 9
6 .0 3
6 .0 2
6 .0 3
6 .0 4
6 .0 4
5 .9 5
6 .0 7
6 .1 5
6 .1 8
6 .21
6 .1 9
6 .2 0
6 .1 7 6 .2 6
6 .27
6 .2 2
6 .08
6 .1 3
6 .03
4 .51
4 .3 24 .2 0
4 .11
4 .25
4 .0 93 .98
4 .27
Semi-Mount
Traffic Island
Turning Lane
Turning Lane
Traffic Island
Traffic Island
4 .2 5
Valve(Metal)
Light Pole
Street Sign
Steel Bollard Barrier Along Kerb
Nil DamagedNon-Mount Non-Mount
Non-Mount( Bottom of
pipe 2.94 ) 4 .1 84 .0 34 .0 0
4 .2 1 3 .8 9 3 .8 1
3 .6 53 .6 5
3 .6 5
3 .7 3 3 .8 2 3 .9 3
4 .6 3 4 .8 84 .7 44 .5 24 .3 84 .2 6Non-Mount
Nil NilNil
( Bottom
of pit 2.48 )
VV
VV
V
VV
VV
FFL: 4.700
0.8
1.8m ACOUSTIC FENCE
1.5m POOL FENCE
0.2 INDICATIVE RETAINING HEIGHT
(AS PER ACOUSTIC REPORT)
0.2
0.4
0.4
0.2
0.6 0.4
0.6
ramp 1:14 (max)
ramp
1:14
(max
)
92 PLACES16 STAFF
ACTIVITY 1 10 PLACES 2 STAFFACTIVITY 2 12 PLACES 3 STAFFACTIVITY 3 20 PLACES 2 STAFFACTIVITY 4 20 PLACES 2 STAFFACTIVITY 5 10 PLACES 2 STAFFACTIVITY 6 20 PLACES 4 STAFF
FLOOD FRINGE
SIGN
Newton Street
0.6
PROPOSED ACOUSTIC FENCINGGuildford Road
SIGN
2.1m ACOUSTIC FENCE(AS PER ACOUSTIC REPORT)
N
Proposed Site PlanScale 1:200
PRELIMINARY DRAWINGS - NOT FOR CONSTRUCTION.propertydescriptionsite: Lot 180, 181 & 182number: 7-11street: NEWTON STREETlocality: BAYSWATER WA 6053rp: P3405 area: 2245m²
I/ WE APPROVE THESE DRAWINGS TO BE CORRECT AS PERCONTRACT
rev. COULSTON GROUPdate description
client details:
N2SIGNATURE
SIGNATURE
drawn:
-1 of 4
DATE
DATE
Sheet SizePROPOSED SITEPLAN 17078
designed:
A2
sheets in set
drawing scales
checked:
fasade typeorientation drawing job numberwind rating drawing title drawn date:
JM RT
Dimensions shall not be obtained by scaling.All dimensions are in millimeters unless notedotherwise. Setout dimensions shall be verifiedon site prior to any work being carried out. Anyproblems shall be directed to the builder forclarification & correction
as shown
CLIENT
15/08/2017
JODIE MARKe. [email protected]
p. 07 3393 91596/1631 WYNNUM ROAD, TINGALPA QLD 4173PH: (07) 3393 9159
ABN: 25 890 335 667BSA: 1142338
7-11 NEWTON STREETBAYSWATER WA 6053
RP: P3405
-local council: CITY OF BAYSWATER
D 04/07/17 Updated DA PlansE 26/07/17 Flood Plan Overlay AddedF 07/08/17 Minor Amendments to Site PlanG 15/08/17 Acoustic Fencing Updated
12-0
9FG
920
920
12-1
5FG
920
920
12-15FG
06-06AW 06-06AW06-06AW21-06DH21-06DH24-21 24-3624-36
09-12SW
920
21-0
6SW
920
820
920
12-1
2FG
920
920
12-2
4FG
12-24FG 12-15FG920920 920
12-24FG 12-24FG920 920
12-2
4FG
920
12-2
4FG
12-24FG 12-24FG 820820
21-1
8SW
24-2
4
820
820
12-0
9FG
920
920
820
820
12-12FG 12-15SW920
21-18SW21-18SW920 24-2124-36
12-1
2FG
12-0
6FG
12-0
5FG
920
920
12-12FG
12-0
9FG
1020
24-36
21-1
8SW
21-1
8SW
24-3
6
09-1
5SW
920
920
12-2
1FG
920
21-06DH 21-06DH 21-06DH24-21
09-1
8SW
12-1
8SW
09-1
8SW
21-18SW 24-36
24-3024-21
06-06FG 06-06FG 06-06FG
12-1
5FG
620
620
HWS
REF.
REF
.R
EF.
REF.
T
1,200 5,470 7,560 6,760 17,800 7,550 2,850
2,570 4,100 24,140 4,140 11,390 2,850
1,05
09,
560
2,39
06,
610
620
2,05
5
49,190
22,4
80
1,54
03,
510
2,76
03,
860
7,76
095
02,
100
49,190
22,3
30
kitchen
bath 3
prep 3/store
HB
CM
HB
CM
S
reception
verandah
office
foyerentry
activity 620 PLACES 65.00sqm REQ.UNENCUMBERED 67.29sqm
bath 1
prep 1/store
HB
CMB
HBCM
S
activity 110 PLACES 32.50sqm REQ.UNENCUMBERED 34.60sqm
activity 212 PLACES 39.00sqm REQ.UNENCUMBERED 47.55sqm
staff/program
WMSPACE
CS
S
O/H
R/H
HB
DW
disabledPDR
FOLDINGSEAT
SHR
sleepUNENCUMBERED 23.05sqm
activity 320 PLACES 65.00sqm REQ.UNENCUMBERED 66.82sqm
activity 420 PLACES 65.00sqm REQ.UNENCUMBERED 66.19sqm
CM
HB
SHR
ambpdr
DESK
LOCK
ER
storestore
ldry
bath 2
verandah
verandah
vera
nd
ah
09-27AW
store
(24<36months)
(4 staff)
(over 36months)
(2 staff)
(0<24months)
(3 staff)
(24<36months)
(2 staff)
(over 36months)
(2 staff)
SCREEN
STOR
E
PTY
activity 510 PLACES 32.50sqm REQ.UNENCUMBERED 35.16sqm
(24<36months)
(2 staff)
AREAID
CentreVerandah
Area631.00140.27
771.27 m²0 5 10
N
Proposed Floor PlanScale 1:100
PRELIMINARY DRAWINGS - NOT FOR CONSTRUCTION.
I/ WE APPROVE THESE DRAWINGS TO BE CORRECT AS PERCONTRACT
rev. COULSTON GROUPdate description
client details:
N2SIGNATURE
SIGNATURE
drawn:
-2 of 4
DATE
DATE
Sheet SizePROPOSED FLOORPLAN 17078
designed:
A2
sheets in set
drawing scales
checked:
fasade typeorientation drawing job numberwind rating drawing title drawn date:
JM RT
Dimensions shall not be obtained by scaling.All dimensions are in millimeters unless notedotherwise. Setout dimensions shall be verifiedon site prior to any work being carried out. Anyproblems shall be directed to the builder forclarification & correction
as shown
CLIENT
15/08/2017
JODIE MARKe. [email protected]
p. 07 3393 91596/1631 WYNNUM ROAD, TINGALPA QLD 4173PH: (07) 3393 9159
ABN: 25 890 335 667BSA: 1142338
7-11 NEWTON STREETBAYSWATER WA 6053
RP: P3405
-local council: CITY OF BAYSWATER
D 04/07/17 Updated DA PlansE 26/07/17 Flood Plan Overlay AddedF 07/08/17 Minor Amendments to Site PlanG 15/08/17 Acoustic Fencing Updated
2,74
0
u/s trusses
slab level
n.g.l
boundary
2,74
0
u/s trusses
slab level
boundary
2,74
0
u/s trusses
slab level
boundary
2,74
0
6,97
0
u/s trusses
slab level
o/a height
n.g.l
4 North ElevationScale 1:100
3 East ElevationScale 1:100
2 South ElevationScale 1:100
1 West ElevationScale 1:100
PRELIMINARY DRAWINGS - NOT FOR CONSTRUCTION.
I/ WE APPROVE THESE DRAWINGS TO BE CORRECT AS PERCONTRACT
rev. COULSTON GROUPdate description
client details:
N2SIGNATURE
SIGNATURE
drawn:
-3 of 4
DATE
DATE
Sheet SizePROPOSEDELEVATIONS 17078
designed:
A2
sheets in set
drawing scales
checked:
fasade typeorientation drawing job numberwind rating drawing title drawn date:
JM RT
Dimensions shall not be obtained by scaling.All dimensions are in millimeters unless notedotherwise. Setout dimensions shall be verifiedon site prior to any work being carried out. Anyproblems shall be directed to the builder forclarification & correction
as shown
CLIENT
15/08/2017
JODIE MARKe. [email protected]
p. 07 3393 91596/1631 WYNNUM ROAD, TINGALPA QLD 4173PH: (07) 3393 9159
ABN: 25 890 335 667BSA: 1142338
7-11 NEWTON STREETBAYSWATER WA 6053
RP: P3405
-local council: CITY OF BAYSWATER
D 04/07/17 Updated DA PlansE 26/07/17 Flood Plan Overlay AddedF 07/08/17 Minor Amendments to Site PlanG 15/08/17 Acoustic Fencing Updated
Midland Brick - Whitecliffe(DOUBLE HEIGHT BRICK)Midland Brick - Contempo Black
(STACK BOND)
Dulux - Winter Palace(RENDER)
Dulux - Pre School(RENDER)
Colorbond - Surfmist(ROOF)
Dulux - Pre School(TEXTURE COAT)
Dulux - Sundance(RENDER)
Colorbond - Basalt(FASCIA & GUTTER)
Colorbond - Monument(POSTS & POOL FENCING)
Dulux - YOUNG LEAF(RENDER)
Dulux - YOUNG LEAF(EXTERNAL PAINT)
I/ WE APPROVE THESE DRAWINGS TO BE CORRECT AS PERCONTRACT
rev. COULSTON GROUPdate description
client details:
N2SIGNATURE
SIGNATURE
drawn:
-4 of 4
DATE
DATE
Sheet SizePERSPECTIVES 17078designed:
A2
sheets in set
drawing scales
checked:
fasade typeorientation drawing job numberwind rating drawing title drawn date:
JM RT
Dimensions shall not be obtained by scaling.All dimensions are in millimeters unless notedotherwise. Setout dimensions shall be verifiedon site prior to any work being carried out. Anyproblems shall be directed to the builder forclarification & correction
as shown
CLIENT
15/08/2017
JODIE MARKe. [email protected]
p. 07 3393 91596/1631 WYNNUM ROAD, TINGALPA QLD 4173PH: (07) 3393 9159
ABN: 25 890 335 667BSA: 1142338
7-11 NEWTON STREETBAYSWATER WA 6053
RP: P3405
-local council: CITY OF BAYSWATER
D 04/07/17 Updated DA PlansE 26/07/17 Flood Plan Overlay AddedF 07/08/17 Minor Amendments to Site PlanG 15/08/17 Acoustic Fencing Updated
Power pole
(High tension)
Power pole(High tension)
26.17 25.95
Sign Post
Tree
Ht 4m
Tree
Ht 5m
Open
Dra
in
Tree
Ht 2m
Tree
Ht 4m
Medium Grass
Non-MountNon-Mount
DrainageM/H
Sand & Limestone
Medium Grass
Tree
Ht 4mSand & Limestone
Grass Sign Post
Damaged
Medium Grass
Non-Mount
Bitumen
Closest Wire To Boundary
(High Tension)Closest Wire To Boundary
(High Tension)
Bitumen
BrickRet. Wall
Unable tolift grate
14.6
25.95
24
.99
27.9635.3
7
27.96
44.1
4
22.79
Damaged
Light Pole
M/H(5.73)
GullyPit
Concrete Bollard
Concrete Bollard
Concrete Bollard
Concrete Bollard
Semi-Mount
Semi-Mount
Semi-Mount
Sem
i-M
ount
Thick Grass Cover
Thick Grass Cover
Thick Grass Cover
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Bitumen
VACANT
StakePut
StakePut
StakePut
Stake Found(Line Only)
Medium Grass
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
Semi-Mount
Traffic Island
Turning Lane
Turning Lane
Traffic Island
Traffic Island
Valve(Metal)
Light Pole
Street Sign
Steel Bollard Barrier Along Kerb
Nil DamagedNon-Mount Non-Mount
Non-MountNon-Mount
Nil NilNil
proposedchildcareRL: 4.59 (tbc)
area:
PERTH OFFICEP: +61 8 6336 9299F: +61 8 6336 9288E: [email protected] GOODWOOD PARADEBURSWOOD WA 6100P.O. BOX 134BURSWOOD WA 6100
The location of underground cables are approximateonly and their exact position should be checked onsite. No guarantee is given that all existing cablesand services are shown. Locate all undergroundcables and services before commencement of work.Refer to Worksafe Regulation 3.21.
Stormwater Design Criteria
Design Storm Event 1 in 10 years
Storage requirement - 48.3 m3Infiltration Rate Applied - 2 m/dayStorage Provided - 50.5 m3
Ground Water Level from Atlas - 4-5m below NGL
Notes:
1. The location of gully pits and soakwellsis indicative only and subject to finalearthworks design and grading.2. Permeability rates and ground waterlevel are subject to confirmation byGeotechnical Engineers.
Development Application AC 18/07/17
HWS
27
1516
1718
2324
2526
12
34
56
78
910
1112
1314
1920
2122
3,05
7 po
st
3,74
6 po
st
3,46
5 po
st
3,57
8 po
st
2,70
0 om
p
3,00
0 w
all
6,090 omp
6,840 post
2,49
0 om
p
2,08
3 om
p
19,340 6,500 1,670 1,200
20,424 omp20,688 wall
2,70
02,
700
2,70
02,
700
2,70
02,
700
2,70
02,
700
2,40
02,
400
2,40
02,
400
2,40
02,
400
5,400
6,500
5,400
5,400
2,40
02,
400
2,70
02,
700
2,70
02,
700
2,40
02,
400
2,40
02,
400
400
600
900
300
3600 900 900 900 450 2700 450 900 900 900 3600
1800
fenced bin store withwash down facilities withdrain (10m2)
rendered blockwork acoustic timber paling acoustic perspex
sign with max. protrusion of 100mm
VS
SS
SS
SS
S
SS
SS
SS
S
bikes
bins
DRIVEWAY
FOOTPATH
LANDSCAPE
PLAYSPACE
SITE COVER
SITE COVERAGE: 771.27sqm 34.35%HARDSTAND: 743.95sqm 33.14%GFA: 631.00sqm 28.10%LANDSCAPE (inc. playspace): 701.16sqm 31.23%
OUTDOOR SPACE:REQUIRED - 644.00sqmUNENCUMBERED - 645.46sqm(including covered - 140.27sqm)
CAR PARKING:REQUIRED - 27
VISITORS (2.7x5.4m min) - 10STAFF (2.4x5.4m min) - 8 tandem (2.4x5.4m min) - 8DISABLED (2.4x5.4m min) - 1
TOTAL SPACES - 27
proposedchildcare
playspace 1
Splayspace
Power pole(High tension)
Power pole(High tension)
26.17
90 °0 '0 "25.95
Sign Post
BitumenSpeed Bump
BitumenSpeed Bump
Traffic IslandSign Post Sign Post
TreeØ 0.1mHt 4m
Ope
n D
rain
(top&gl) (top&
gl)(t
op&g
l)(top&gl)
0.9m Timber LogFence (Fair Cond.)
TreeØ 0.4mHt 3m
TreeØ 0.3mHt 2m
TreeØ 0.3mHt 4m
Sewer M/H(4.04)
Ref Nail at base of kerb A.H.D.level 3.98m (Established fromS.S.M. BAYSWATER 14A usingdata supplied by the GeodeticSection of Landgate)
Medium Grass
Ref Nail at base of kerb A.H.D.level 3.85m (Established fromS.S.M. BAYSWATER 14A usingdata supplied by the GeodeticSection of Landgate)
Non-Mount Non-Mount Non-Mount
DrainageM/H
Sand & Limestone
Medium Grass
TreeØ 0.3mHt 4m
Sand & Limestone
Grass Sign Post
Damaged
Medium Grass
Non-Mount
4.54.0
N e w t o n S t r e e tBitumen
Closest Wire To Boundary(High Tension)
Closest Wire To Boundary(High Tension)
Bitumen
Newton Street
BrickRet. Wall
( Bottom of pipe 2.87 )( Bottom of pit 2.47 )
( Bottom ofpipe 2.91 )
( Bottom ofpipe 2.86 )
( Bottom ofpipe 2.61 )
( Bottom ofpipe 2.58 )
( Bottom of pit 2.19 )
Drainage M/HUnable tolift grate
3 .2 1
3 .7 6
3 .7 5
3.7
5
3 .2 4
4 .9 6
4 .8 04 .6 24 .5 24 .3 7
3 .8 93 .8 1
5 .59
5 .15
4 .7 4
4 .90
4 .56
4 .60
4 .1 6
4 .3 1
4.2
5
4 .2 9
4 .25
4 .42
4 .11
4 .04
3 .85
3 .83
3 .6 2
3 .7 5
3.8
4
3 .8 4
3.8
2
3 .7 7
3 .87
3 .92
3 .94
3.8
73
.94
3 .99
3 .9 5
3 .96
3.9
3
3 .8 7
3 .91
3 .98
3 .893
.39
3.6
1
3 .7 5
4 .0 74 .2 8
4 .1 6
3.4
4
3.6
2
3 .7 3
3.7
5
4 .38
4 .31
4 .78
4 .88
4 .82
4 .65
4 .50
4 .38
4 .48
4 .58
4 .78
4 .73
4 .72
4 .56
4 .38
4 .23
4 .114 .0
64 .3
0
4 .32
4 .43
4 .61
4 .65
4 .56
4 .30
4 .19
4 .58
4 .66
4 .58
4 .65
4 .62
4 .56
4 .26
4 .18
4 .40
4 .64
4 .78
4 .48
4 .09
4 .10
4 .45
3 .92
4 .37
3 .81
4 .13
3 .88 3 .9
7
3 .99
3 .94
3 .84
4 .04
3 .94 3 .9
3 4 .14
3 .98
4 .18
4 .714 .0
3
4 .40
4 .80
4 .5 8
4 .7 3
5 .7 7
5 .8 9
5 .8 3
5 .8 6
5 .7 3
5 .8 4
5 .7 1
5 .6 2
5 .7 24 .6 3
4 .6 5
4 .7 0
4 .6 8
5 .7 2
5 .6 0
5 .5 9
5 .6 1
5 .7 4
4 .86 4 .8 9
5 .0 6
5 .7 9
5 .6 5
5 .7 45 .8 7
5 .1 5
5 .2 9
5 .9 3
5 .8 0
5 .9 06 .0 3
5 .6 3
6 .1 0
5 .9 7
5 .8 35 .9 7
5 .3 1
5 .04
5 .16
5 .36
4.74
4.674.59
4.534.49
4.404.15
4.084.09
3.96
3.96
3.82
3 .6 73 .8 1 3 .7 5
3 .6 7 3.87
3.74
3.90
3.80 3.90
4.01 4.07
4 .10
14.6
90 °0 '0 "25.95
24.9
9
27.96
111°48'50"
90 °0 '0 "
35.3
7
27.96
111°48'40"
90 °0 '0 "83 °29 '0 "
44.1
4
74 °42 '45 " 22.79
111°48'40"
Damaged
5 .9 5
TR[
]
5 .8 6
TR[
]
5 .8 2
TR[
]
5 .7 4
TR[
]
Light Pole
5 .6 8
TR[
]
M/H(5.73)
5 .6 9
TR[
]
GullyPit
TR[
]5 .7 3
Concrete Bollard
Concrete Bollard
Concrete Bollard
Concrete Bollard
Semi-Mount
Semi-Mount
Semi-Mount
Sem
i-Mou
nt
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Gu i l d f o rd RoadBitumen
VACANT
StakePut
StakePut
StakePut
Stake Found(Line Only)
Medium Grass
6.0
6.0
5.5
5.5
5.0
4.5
4.5
5.0
4.0
4.0
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
6 .0 7
5 .9 8
5 .8 4
5 .7 9
6 .0 3
6 .0 2
6 .0 3
6 .0 4
6 .0 4
5 .9 5
6 .0 7
6 .1 5
6 .1 8
6 .21
6 .1 9
6 .2 0
6 .1 7 6 .2 6
6 .27
6 .2 2
6 .08
6 .1 3
6 .03
4 .51
4 .3 24 .2 0
4 .11
4 .25
4 .0 93 .98
4 .27
Semi-Mount
Traffic Island
Turning Lane
Turning Lane
Traffic Island
Traffic Island
4 .2 5
Valve(Metal)
Light Pole
Street Sign
Steel Bollard Barrier Along Kerb
Nil DamagedNon-Mount Non-Mount
Non-Mount( Bottom of
pipe 2.94 ) 4 .1 84 .0 34 .0 0
4 .2 1 3 .8 9 3 .8 1
3 .6 53 .6 5
3 .6 5
3 .7 3 3 .8 2 3 .9 3
4 .6 3 4 .8 84 .7 44 .5 24 .3 84 .2 6Non-Mount
Nil NilNil
( Bottom
of pit 2.48 )
VV
VV
V
VV
VV
FFL: 4.700
0.8
ACOUSTIC FENCE
1.5m POOL FENCE
0.2 INDICATIVE RETAINING HEIGHT
(AS PER ACOUSTIC REPORT)
0.2
0.4
0.4
0.2
0.6 0.4
0.6
ramp 1:14 (max)
ramp
1:14
(max
)
92 PLACES16 STAFF
ACTIVITY 1 10 PLACES 2 STAFFACTIVITY 2 12 PLACES 3 STAFFACTIVITY 3 20 PLACES 2 STAFFACTIVITY 4 20 PLACES 2 STAFFACTIVITY 5 10 PLACES 2 STAFFACTIVITY 6 20 PLACES 4 STAFF
FLOOD FRINGE
SIGN
PROPOSED FENCING (Guildford Road and Newton Street)
0.6
N
Proposed Site PlanScale 1:200
PRELIMINARY DRAWINGS - NOT FOR CONSTRUCTION.propertydescriptionsite: Lot 180, 181 & 182number: 7-11street: NEWTON STREETlocality: BAYSWATER WA 6053rp: P3405 area: 2245m²
I/ WE APPROVE THESE DRAWINGS TO BE CORRECT AS PERCONTRACT
rev. COULSTON GROUPdate description
client details:
N2SIGNATURE
SIGNATURE
drawn:
-1 of 4
DATE
DATE
Sheet SizePROPOSED SITEPLAN 17078
designed:
A2
sheets in set
drawing scales
checked:
fasade typeorientation drawing job numberwind rating drawing title drawn date:
JM RT
Dimensions shall not be obtained by scaling.All dimensions are in millimeters unless notedotherwise. Setout dimensions shall be verifiedon site prior to any work being carried out. Anyproblems shall be directed to the builder forclarification & correction
as shown
CLIENT
9/08/2017
JODIE MARKe. [email protected]
p. 07 3393 91596/1631 WYNNUM ROAD, TINGALPA QLD 4173PH: (07) 3393 9159
ABN: 25 890 335 667BSA: 1142338
7-11 NEWTON STREETBAYSWATER WA 6053
RP: P3405
-local council: CITY OF BAYSWATER
C 29/06/17 DA PlansD 04/07/17 Updated DA PlansE 26/07/17 Flood Plan Overlay AddedF 07/08/17 Minor Amendments to Site Plan
9-MS 02
9-BABSM21-LOM TAN
Mud kitchen
Sto
rage
Loos
epa
rts
EGG
CO
LLEC
TOR
Active play
Loos
epa
rts
RWT
16-SZBC
8-WSTF
24-LOM TAN
14-RSM5-TKRO
4-RSM
4-RSM5-WSTF
29-SZBC3-RSM
4-RSM
4-WSTF
1-TKRO
1-TKRO
1-TKRO
6-SZBC
12-SZBC
1-TKRO
9-RSM
10-RSM
6-RSM
4-DILCN7-DILCN
4-CIT
1-TKRO
11-PhorT
6-LOM TAN
11-LOM TAN
11-LOM TAN
4-LOM TAN
1-TKRO 1-TKRO4-RSM
7-SZBC
1-TKRO2-PhorT
3-BINTEG
2-BINTEG
1-ACDL 8-DRWN
6-DRWN
6-WSTF
3-SZBC
18-LOM TAN1-ACDL
10-LOM TAN
5-DILCN
2-SZBC
4-RSM
2-PhorT 3-PhorT
5-LOM TAN
5-LOM TAN
4-LOM TAN
2-TKRO
9-MS 02
1-TKRO
9-BABSM27-LOM TAN 21-LOM TAN
1-BINTEG
1-BINTEG
14-SZBC
1-ACDL
Drawing Name: Dwg No:
Sheet No:Scale:
Date:
Revision:
Drawn by:
Job No:
Notes:
Rev. Date Description By
Plot Date:Drawn to AS1100 Dimensions in Millimetres Do not ScaleProject Name:
Copyright
C
Northpoint Client:
File Name:
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Sheet:
Licence number: 179707C. ABN: 19984073404www.growandco.com.au
Newton Street, BAYSWATER WA, Coulston Group.vwx
8/9/17
LPP01
16/3/15
Landscape Planting Plan
GA
1:200 @ A1
For Development Application Only
1 of 1BWTR01
Newton Street, Bayswater
A1
COULSTON GROUP
Plant List - Little Miracles, WamberalID Qty Latin Name Common Name Scheduled SizeACDL 3 Corymbia ficifolia Red flowering Gum 75LBABSM 18 Babingtonia virgata 'Howie's Sweet Midget'Heath MyrtleBINTEG 7 Banksia prionotes Acorn banksia 45LCIT 4 Citrus Assorted Citrus 25LDILCN 16 Dillwynia cinerascens Grey Parrot PeaDRWN 14 Darwinia citriodora Lemon-scented Myrtle 200mmLOM TAN 167 Lomandra Tanika Lomandra tubestockMS 02 18 Callistemon viminalis ‘Little John’ Weeping BottlebrushPhorT 18 Phormium tenax New Zealand Flax 300mmRSM 62 Rhaphiolepis snow maiden Snow Maiden 300mmSZBC 89 Syzygium australe ‘Bush Christmas’ Bush Christmas 25LTKRO 16 Cupaniopsis anacardioides Tuckeroo 100LWSTF 23 Westringia fruticosa 'Zena' Coastal Rosemary 300mm
Protect and Retain existing street tree
Protect and Retain existing street tree
Protect and Retain existing street tree
Protect and Retain existing street tree
HWS
27
1516
1718
2324
2526
12
34
56
78
910
1112
1314
1920
2122
3,05
7 po
st
3,74
6 po
st
3,46
5 po
st
3,57
8 po
st
2,70
0 om
p
3,00
0 w
all
6,090 omp
6,840 post
2,49
0 om
p
2,08
3 om
p
19,340 6,500 1,670 1,200
20,424 omp20,688 wall
2,70
02,
700
2,70
02,
700
2,70
02,
700
2,70
02,
700
2,40
02,
400
2,40
02,
400
2,40
02,
400
5,400
6,500
5,400
5,400
2,40
02,
400
2,70
02,
700
2,70
02,
700
2,40
02,
400
2,40
02,
400
400
600
900
300
3600 900 900 900 450 2700 450 900 900 900 3600
1800
fenced bin store withwash down facilities withdrain (10m2)
rendered blockwork acoustic timber paling acoustic perspex
sign with max. protrusion of 100mm
VS
SS
SS
SS
S
SS
SS
SS
S
bikes
bins
DRIVEWAY
FOOTPATH
LANDSCAPE
PLAYSPACE
SITE COVER
SITE COVERAGE: 771.27sqm 34.35%HARDSTAND: 743.95sqm 33.14%GFA: 631.00sqm 28.10%LANDSCAPE (inc. playspace): 701.16sqm 31.23%
OUTDOOR SPACE:REQUIRED - 644.00sqmUNENCUMBERED - 645.46sqm(including covered - 140.27sqm)
CAR PARKING:REQUIRED - 27
VISITORS (2.7x5.4m min) - 10STAFF (2.4x5.4m min) - 8 tandem (2.4x5.4m min) - 8DISABLED (2.4x5.4m min) - 1
TOTAL SPACES - 27
proposedchildcare
playspace 1
S
playspace
Power pole(High tension)
Power pole(High tension)
26.1790 °0 '0 "25.95
Sign Post
BitumenSpeed Bump
BitumenSpeed Bump
Traffic IslandSign Post Sign Post
TreeØ 0.1mHt 4m
Ope
n D
rain
(top&gl) (top&
gl)(t
op&g
l)(top&gl)
0.9m Timber LogFence (Fair Cond.)
TreeØ 0.4mHt 3m
TreeØ 0.3mHt 2m
TreeØ 0.3mHt 4m
Sewer M/H(4.04)
Ref Nail at base of kerb A.H.D.level 3.98m (Established fromS.S.M. BAYSWATER 14A usingdata supplied by the GeodeticSection of Landgate)
Medium Grass
Ref Nail at base of kerb A.H.D.level 3.85m (Established fromS.S.M. BAYSWATER 14A usingdata supplied by the GeodeticSection of Landgate)
Non-Mount Non-Mount Non-Mount
DrainageM/H
Sand & Limestone
Medium Grass
TreeØ 0.3mHt 4m
Sand & Limestone
Grass Sign Post
Damaged
Medium Grass
Non-Mount
4.54.0
N e w t o n S t r e e tBitumen
Closest Wire To Boundary(High Tension)
Closest Wire To Boundary(High Tension)
Bitumen
Newton Street
BrickRet. Wall
( Bottom of pipe 2.87 )( Bottom of pit 2.47 )
( Bottom ofpipe 2.91 )
( Bottom ofpipe 2.86 )
( Bottom ofpipe 2.61 )
( Bottom ofpipe 2.58 )
( Bottom of pit 2.19 )
Drainage M/HUnable tolift grate
3 .2 1
3 .7 6
3 .7 5
3.7
5
3 .2 4
4 .9 6
4 .8 04 .6 24 .5 24 .3 7
3 .8 93 .8 1
5 .59
5 .15
4 .7 4
4 .90
4 .56
4 .60
4 .1 6
4 .3 1
4.2
5
4 .2 9
4 .25
4 .42
4 .11
4 .04
3 .85
3 .83
3 .6 2
3 .7 5
3.8
4
3 .8 4
3.8
2
3 .7 7
3 .87
3 .92
3 .94
3.8
73
.94
3 .99
3 .9 5
3 .96
3.9
3
3 .8 7
3 .91
3 .98
3 .893
.39
3.6
1
3 .7 5
4 .0 74 .2 8
4 .1 6
3.4
4
3.6
2
3 .7 3
3.7
5
4 .38
4 .31
4 .78
4 .88
4 .82
4 .65
4 .50
4 .38
4 .48
4 .58
4 .78
4 .73
4 .72
4 .56
4 .38
4 .23
4 .114 .0
64 .3
0
4 .32
4 .43
4 .61
4 .65
4 .56
4 .30
4 .19
4 .58
4 .66
4 .58
4 .65
4 .62
4 .56
4 .26
4 .18
4 .40
4 .64
4 .78
4 .48
4 .09
4 .10
4 .45
3 .92
4 .37
3 .81
4 .13
3 .88 3 .9
7
3 .99
3 .94
3 .84
4 .04
3 .94 3 .9
3 4 .14
3 .98
4 .18
4 .714 .0
3
4 .40
4 .80
4 .5 8
4 .7 3
5 .7 7
5 .8 9
5 .8 3
5 .8 6
5 .7 3
5 .8 4
5 .7 1
5 .6 2
5 .7 24 .6 3
4 .6 5
4 .7 0
4 .6 8
5 .7 2
5 .6 0
5 .5 9
5 .6 1
5 .7 4
4 .86 4 .8 9
5 .0 6
5 .7 9
5 .6 5
5 .7 45 .8 7
5 .1 5
5 .2 9
5 .9 3
5 .8 0
5 .9 06 .0 3
5 .6 3
6 .1 0
5 .9 7
5 .8 35 .9 7
5 .3 1
5 .04
5 .16
5 .36
4.74
4.674.59
4.534.49
4.404.15
4.084.09
3.96
3.96
3.82
3 .6 73 .8 1 3 .7 5
3 .6 7 3.87
3.74
3.90
3.80 3.90
4.01 4.07
4 .10
14.6
90 °0 '0 "25.9524
.99
27.96
111°48'50"
90 °0 '0 "
35.3
7
27.96
111°48'40"
90 °0 '0 "83 °29 '0 "
44.1
4
74 °42 '45 " 22.79
111°48'40"
Damaged
5 .9 5
TR[
]
5 .8 6
TR[
]
5 .8 2
TR[
]
5 .7 4
TR[
]
Light Pole
5 .6 8
TR[
]
M/H(5.73)
5 .6 9
TR[
]
GullyPit
TR[
]5 .7 3
Concrete Bollard
Concrete Bollard
Concrete Bollard
Concrete Bollard
Semi-Mount
Semi-Mount
Semi-Mount
Sem
i-Mou
nt
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Steel Bollard Barrier Along Kerb
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Sloping L/stone Rock Wall
Gu i l d f o rd RoadBitumen
VACANT
StakePut
StakePut
StakePut
Stake Found(Line Only)
Medium Grass
6.0
6.0
5.5
5.5
5.0
4.5
4.5
5.0
4.0
4.0
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
PEGGONE
6 .0 7
5 .9 8
5 .8 4
5 .7 9
6 .0 3
6 .0 2
6 .0 3
6 .0 4
6 .0 4
5 .9 5
6 .0 7
6 .1 5
6 .1 8
6 .21
6 .1 9
6 .2 0
6 .1 7 6 .2 6
6 .27
6 .2 2
6 .08
6 .1 3
6 .03
4 .51
4 .3 24 .2 0
4 .11
4 .25
4 .0 93 .98
4 .27
Semi-Mount
Traffic Island
Turning Lane
Turning Lane
Traffic Island
Traffic Island
4 .2 5
Valve(Metal)
Light Pole
Street Sign
Steel Bollard Barrier Along Kerb
Nil DamagedNon-Mount Non-Mount
Non-Mount( Bottom of
pipe 2.94 ) 4 .1 84 .0 34 .0 0
4 .2 1 3 .8 9 3 .8 1
3 .6 53 .6 5
3 .6 5
3 .7 3 3 .8 2 3 .9 3
4 .6 3 4 .8 84 .7 44 .5 24 .3 84 .2 6Non-Mount
Nil NilNil
( Bottom
of pit 2.48 )
VV
VV
V
VV
VV
FFL: 4.700
0.8
ACOUSTIC FENCE
1.5m POOL FENCE
0.2 INDICATIVE RETAINING HEIGHT
(AS PER ACOUSTIC REPORT)
0.2
0.4
0.4
0.2
0.6 0.4
0.6
ramp 1:14 (max)
ramp
1:14
(max
)
92 PLACES16 STAFF
ACTIVITY 1 10 PLACES 2 STAFFACTIVITY 2 12 PLACES 3 STAFFACTIVITY 3 20 PLACES 2 STAFFACTIVITY 4 20 PLACES 2 STAFFACTIVITY 5 10 PLACES 2 STAFFACTIVITY 6 20 PLACES 4 STAFF
FLOOD FRINGE
SIGN
PROPOSED FENCING (Guildford Road and Newton Street)
0.6
N
Proposed Site PlanScale 1:200
PRELIMINARY DRAWINGS - NOT FOR CONSTRUCTION.propertydescriptionsite: Lot 180, 181 & 182number: 7-11street: NEWTON STREETlocality: BAYSWATER WA 6053rp: P3405 area: 2245m²
I/ WE APPROVE THESE DRAWINGS TO BE CORRECT AS PERCONTRACT
rev. COULSTON GROUPdate description
client details:
N2SIGNATURE
SIGNATURE
drawn:
-1 of 4
DATE
DATE
Sheet SizePROPOSED SITEPLAN 17078
designed:
A2
sheets in set
drawing scales
checked:
fasade typeorientation drawing job numberwind rating drawing title drawn date:
JM RT
Dimensions shall not be obtained by scaling.All dimensions are in millimeters unless notedotherwise. Setout dimensions shall be verifiedon site prior to any work being carried out. Anyproblems shall be directed to the builder forclarification & correction
as shown
CLIENT
9/08/2017
JODIE MARKe. [email protected]
p. 07 3393 91596/1631 WYNNUM ROAD, TINGALPA QLD 4173PH: (07) 3393 9159
ABN: 25 890 335 667BSA: 1142338
7-11 NEWTON STREETBAYSWATER WA 6053
RP: P3405
-local council: CITY OF BAYSWATER
C 29/06/17 DA PlansD 04/07/17 Updated DA PlansE 26/07/17 Flood Plan Overlay AddedF 07/08/17 Minor Amendments to Site Plan
Mud kitchen
Sto
rage
Loos
epa
rts
EGG
CO
LLEC
TOR
Active play
Loos
epa
rts
RWT
Drawing Name: Dwg No:
Sheet No:Scale:
Date:
Revision:
Drawn by:
Job No:
Notes:
Rev. Date Description By
Plot Date:Drawn to AS1100 Dimensions in Millimetres Do not ScaleProject Name:
Copyright
C
Northpoint Client:
File Name:
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
A A
B B
C C
D D
E E
F F
G G
H H
Sheet:
Licence number: 179707C. ABN: 19984073404www.growandco.com.au
Newton Street, BAYSWATER WA, Coulston Group.vwx
27/10/16
LMCP01
23/10/16
Playspace Concept Plan
GA
1:100 @ A1
For Development Application Only
1 of 1BWTR01
Newton Street, Bayswater
A1
COULSTON GROUP0 1 2 3 4 5 6 7 8 9 10
Raised deck with stepped access for grossmotor development
Raised planter box
Synthetic grass including low mounds
Raised planter box
Grab handles to totter wall
Raised planter box
Small deck for tummy and back play
Loose parts play zone
'Secret' garden space
Sandpit with cantileveredshade umbrella over
Sandpit storage
'Secret Garden' Passive nook
1200h flat top pool fencing (black)
Loose parts play zone- hardwood timber seat enclosed area for buiding, sorting & stacking
Active play zone
Long pile synthetic grass to active play zone (running, ball games, etc)
Hardwood timber seat
Concrete stepping stones
350mm high hardwood timber deck/ performance stage
Concrete sweeping edge to sand pit
400mm of sand to in-ground sand pit
Channels in concrete surround to direct water flow to sand pit
Water pump on 300mm high hardwood timber deck
Timber ballance beams to max 400mm high
Easy clean paving to Arts & Craft area
Secret garden room
Concrete stepping stones
Long pile synthetic grass to active play zone
Concrete stepping stones
Log seat/ divider
Trellis/ outdoor learning
Composting
Egg collector
Chicken coop
Chicken run
Citrus grove
Raised vegetable planters
Colourbond rainwater tank harvesting roofwaterfor vegetable garden
Sustainability zone"Bug motel" habitat sculpture
Stingless native bee hive on fence
Gated access for supervised interaction
Paving to verandah areas
Gated access to car park
Arts & Craft
SCALE BAR:
0-2's yard
3-5's yard
Shade sails over
Shade sail over- attach to eaves (subject to engineering confirmation)
Sandstone boulders
Shade sail over- attach to eaves (subject to engineering confirmation)
Active play zone
Balance beam Planting to street frontage
APPENDIX B TRANSPORT STATEMENT
PO Box Z5578
Perth WA 6831
0413 607 779 Mobile
Issued on 15 August 2017 Amendments
V2 Plan amended Version V2
Reference 930
COULSTON GROUP
PROPOSED CHILDCARE CENTRE
7 NEWTON STREET, BAYSWATER
PARKING AND TRAFFIC ASSESSMENT
August 2017
Newton Street Child Care Centre
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CONTENTS
1.0 EXECUTIVE SUMMARY
2.0 THE SITE AND SURROUNDING ROAD NETWORK
3.0 TRAFFIC GENERATION AND DISTRIBUTION
4.0 TRAFFIC IMPACT
5.0 PARKING AND MANAGEMENT
5.0 PEDESTRIANS, CYCLISTS AND PUBLIC TRANSPORT
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1.0 EXECUTIVE SUMMARY
Riley Consulting has been commissioned by Coulston Group to prepare a traffic and
parking statement for a proposed child care centre at 7 Newton Street, Bayswater. The
findings of this report are:
• The proposed childcare centre is forecast to generate about 358 vehicle movements
per day. Assessment of the traffic demands indicates the development would have
no material impact to the operation of the local road network.
• Traffic increases to the local road network are shown to have no material impact to
intersection operation during the busiest morning peak period. During the evening
peak the traffic demands are lower and more spread.
• Parking in accordance with the requirements of the City of Bayswater’s TPS is
provided.
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2.0 THE SITE AND SURROUNDING ROAD NETWORK
The site is located to the south eastern side of Newton Street and to the north of Guildford
Road in Bayswater. The location of the site is shown in Figure 1. Roads of significance to
the development site are considered below.
Figure 1 Site Location
Newton Street
Newton Street is classified as a local distributor road in the Main Roads Functional Road
Hierarchy. It provides for a single lane of traffic in each direction and has a pavement width
of approximately 7.2 metres. The street is residential in nature, but has been developed with
higher density dwellings. Newton Street provides the connection between the major links of
Whatley Crescent and Guildford Road. However, the connection is circuitous and not
considered as a major traffic route.
Its intersection with Guildford Road is priority controlled with Newton Street traffic required
to yield to Guildford Road. All movements are permitted and a right turn pocket is provided
on Guildford Road.
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No traffic data is available for Newton Street. A morning peak hour traffic count of the
Guildford Road / Newton Street intersection has been undertaken and recorded 86 two-way
movements. The data is attached at Appendix A. Based on the morning peak equating to
10% of the daily volume, it is calculated that Newton Street would pass about 900 vehicles
per day (vpd). Reference to Appendix B indicates that a single carriageway road would have
capacity to pass 13,500vpd at Level of Service D. Based on the road hierarchy, Newton
Street would be appropriate to carry up to 7,000vpd.
MRWA crash data indicates 2 crashes in the past 5 years at the intersection of Newton
Street and Guildford Road.. One crash resulted in casualty, considered to be a right turn
crash at night. The level of crashes recorded is not considered significant.
Guildford Road
Guildford Road is classified as a primary distributor in the Main Roads Functional Road
Hierarchy. Its care and control fall to Main Roads. It is constructed with two lanes in each
direction a central median and a right turn pocket in the vicinity of the subject site. Grade
separated access is provided to the Tonkin Highway approximately 200 metres east of
Newton Street.
Traffic data available on the Main Roads website shows 37,378vpd to the west of Tonkin
Highway (adjacent to the subject site). The data is attached at Appendix A. Reference to
Appendix B indicates that a 4 lane road would have capacity to pass 40,500vpd at Level of
Service D. However, as a major arterial route higher traffic demands can be accommodated,
but would result in additional delays being experienced in peak periods.
The Proposed Development
It is proposed to develop the site to provide a childcare centre accommodating up to 92
children. 16 staff will work on the site. A concept layout for the proposed development is
shown in Figure 2.
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Figure 2 Concept Development Plan (refer to DA plans)
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3.0 TRAFFIC GENERATION AND DISTRIBUTION
The existing site is vacant and generates no traffic movements. The proposed development
is for a childcare centre catering for up to 92 children.
Surveys of five child care centres have been undertaken in the Perth metropolitan region.
Table 1 provides a summary of the forecast traffic generation based on the surveys.
Table 1 Forecast Traffic Generation Landuse VehicleTrips
8am–9am 5pm–6pm Daily
Existing 0 0 0
ChildCare 77(40in) 44(20in) 358
ChangetoLocalTraffic +77 +44 +358
The survey data indicates that in the morning peak 52% of traffic arrives (includes staff
arrivals) and in the evening peak 55% of traffic departs (includes staff departures).
Reference to the RTA Guide to Traffic Generating Developments (NSW) indicates a 92
place child care centre would be expected to generate 77 trips over the two hour period
7am and 9am. It can be seen that the Perth data is reflective of local conditions.
Distribution
Traffic attracted to the childcare centre will be drawn from the surrounding residential areas,
with many parents dropping children off on their way to work. During the morning peak
period survey, the major traffic movements were the right turn into Newton Street and the
left turn out. Reference to Google Maps indicates that there are existing facilities to the west
of the subject site, on the south side of Guildford Road (easier drop-off). However, there are
few facilities for traffic heading east. It is considered therefore that the attraction to access
the Tonkin Highway can be expected to be the main drop-off route for the proposed facility.
For the purpose of this report, the following morning peak distribution is estimated:
Whatley Crescent 20% arrive 10% depart
Guildford Road east 30% arrive 60% depart
Guildford Road west 50% arrive 30% depart
The daily and peak hour movements anticipated are shown in Appendix B.
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4.0 TRAFFIC IMPACT
Reference to the WAPC Transport Assessment Guidelines for Developments (Volume 4)
states that:
“where a traffic increase as a result of a proposed development is less than 10% of
current road capacity, it would not normally have a material impact”.
The WAPC guidelines further state that:
“For ease of assessment, an increase of 100 vehicles per hour for any lane can be
considered as equating to around 10% of capacity. Therefore any section of road where
traffic would increase flows by more than 100 vehicles per hour for any lane should be
included in the analysis”.
Based on the forecast traffic generation of the proposed childcare centres, it can be seen
that the peak traffic demand is 77 vehicles, occurring during the morning peak period 8am
to 9am. It can be seen that the development will generate less than 100 vehicles to any
traffic lane in any hour. The WAPC guidelines would therefore deem that the proposed
development would have no material impact.
The proposed childcare centre will have no material impact under WAPC guidelines.
Table 2 shows the daily attraction and the anticipated impact that could occur to the
surrounding road network.
Table 2 Increases to Local Road Network
Road DailyFlow Development Capacity %
NewtonStreetN 900vpd +58vpd 13,500 <1%
NewtonStreetS 900vpd +300vpd 13,500 2.2%
GuildfordRoadeast 36,872vpd +154vpd 40,500 <1%
GuildfordRoadwest 36,872vpd +146vpd 40,500 <1%
It can be seen from Table 2 that the increases to the surrounding road network are low.
The increase to Guildford Road is less than 1% of capacity and under the WAPC guidelines
would be deemed to have no material impact.
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The increase to Newton Street north of the subject site is also shown to have no material
impact with an increase of less than 1% of capacity. However, the impact is greater at 6%
when considered in regard to the current daily traffic flow of 900vpd. Newton Street will
continue to operate with daily traffic flows in the order of 1,000vpd and residential amenity
would not be adversely affected.
Between the site and Guildford Road the majority of the traffic increase is forecast. The
increase of about 300vpd is an increase of over 30% of the current daily demand. Although
proportionately high, the resultant volume is well below 7,000vpd, being the acceptable
volume for the road classification, Indeed the resultant volume is below 1,500vpd and under
Liveable Neighbourhoods would be considered to have excellent residential amenity.
Peak Hour Impacts
Although the proposal is shown to have no material impact in regard to the daily traffic flow
changes, Sidra analysis is undertaken of the Newton Street / Guildford Road intersection to
determine the future operation with the proposed development.
Table 3 shows the morning peak hour assessment of the existing situation (the Sidra model
is calibrated to reflect existing queues and delays) and the expected impacts of the
proposed development.
Table 3 Newton Street / Guildford Road AM Peak Hour Approach Existing Future
V/C Delay LoS V/C Delay LoS
GuildfordRoadwest
Left
Though
0.472
0.472
5.9s
0s
A
A
0.480
0.480
6s
0s
A
A
NewtonStreet
Left
Right
0.061
0.061
11s
15s
B
B
0.124
0.124
11s
15s
B
B
GuildfordRoadEast
Right
Though
0.120
0.240
6.7s
0s
A
A
0.154
0.240
7.1s
0s
A
A
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Table 3 indicates that the existing intersection has capacity to accommodate the forecast
traffic increases associated with the proposed development. No changes to the current
Levels of Service are forecast and delays currently experienced are shown to marginally
change. It is concluded that the proposed development will have no material impact to the
operation of the Newton Street / Guildford Road intersection.
In the longer term it is anticipated that traffic demands may increase on Guildford Road and
additional delays at Newton Street will occur. This situation will occur regardless of any
development. The traffic associated with the child care facility may change as children grow
and leave and other children take their place. The land use is therefore flexible in traffic
terms, to accommodate road network changes without significant impact to trade.
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5.0 PARKING AND MANAGEMENT
The City of Bayswater’s Town Planning Scheme (TPS) identifies a parking requirement for
childcare centres of 1 parking bay for every 5 children plus 1 bay per staff member1.
It is proposed to accommodate 92 children in the centre and this will require 18.4 bays. 16
staff are expected to operate the centre and thus will require 16 bays. In total (18 + 16) 34
bays will be required to meet the car parking requirements of the Town Planning Scheme.
The site plan indicates that 27 car bays can be provided on-site, indicating a shortfall of 7
bays to the TPS requirement. With a provision of 16 staff bays, 11 bays would be available
for child drop-offs and pick-ups.
Although the level of parking is less than required by the TPS, it is considered that the level
of car parking provided for the proposed centre is adequate. The following considers the car
parking needs of the proposed centre.
Staff Parking Demands
There are 16 staff expected to be employed by the childcare centre and it is unlikely that all
staff will drive to work. Indeed, childcare workers are recognised as being low paid and
therefore there will be a higher demand for walking and cycling to work.
Reference to the Metropolitan Transport Strategy (1995-2029) indicates that car drivers
account for about 70% of all trips. Applying the MTS data of 70% car driver, the staff car
attraction to the proposed centre could be (16 x 70%) 11 cars.
Further, motorcycles comprise of over 8% of all vehicles registered in WA2, which given
their significantly lower purchase and running costs is not surprising. Younger workers can
be expected to utilise alternative transport modes to the private car, particularly in low paid
environments.
It can be seen therefore that the provision of 1 bay per staff member is likely to be an over-
supply and further, does not promote alternative transport modes.
1 Scheme 23 for Morley requires 1 parking bay for every 8 children plus 1 bay per 2 staff members. Given the car based land use the significant variation in requirements is strange. 2 Up from 4% in 2005.