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DEVELOPMENT APPLICATION
PDPLANPMTD-2020/011521
APPLICANT: Briclok Building Design Pty Ltd
PROPOSAL: 9 Warehouses
LOCATION: 10 Cessna Way, Cambridge
RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015
ADVERTISING EXPIRY DATE: 12 October 2020
In addition to the Application Form(s), Certificate of Title(s) and any associated
consent documents the following information is available on request:
• Nil
The relevant plans and documents can be inspected at the Council offices, 38 Bligh
Street, Rosny Park, during normal office hours until 12 October 2020.
Any person may make representations about the application to the General
Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to
[email protected]. Representations must be received by Council on or before
12 October 2020.
To enable Council to contact you if necessary, would you please also include a day
time contact number in any correspondence you may forward.
Any personal information submitted is covered by Council’s privacy policy, available
at www.ccc.tas.gov.au or at the Council offices.
J19081
TP2. PROPOSED SITE PLANTP1. EXISTING SITE CONDITIONS PLAN
ARCHITECTURAL
TP5. ELEVATIONS, UNITS 6 - 9TP6. CIVIL DRAINAGE SITE PLANTP7. CIVIL DETAILS
TP3. PROPOSED LANDSCAPING PLANTP4. ELEVATIONS, UNITS 1 - 5
TP8. 3D PERSPECTIVES
PROPOSED STORAGE / WAREHOUSE DEVELOPMENTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TASMANIA
IVAN PAUSAK FAMILY TRUST
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
PRO
POSE
D W
AREH
OU
SES
PRO
POSE
D W
AREH
OU
SES
EXISTING SITE
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP1-J.W.H. J19081
R.B. L.S.
J.W.H.
1:200 @ A1
14/09/2020
11.76
11.65
11.7410.33
11.51Ø
150
uPVC
sn16
SEW
ER M
AIN
Ø150 oPVC CL16 WATER MAIN
EX. SEW M/H S2/1 - NEW LID RL (top) 12.04 RL (inl)* 8.57 RL (inl) 9.78 RL (inv) 8.52
Water C
onnection
(Approx)
Grated Pit
Top: 12.09
Inv: 11.02
12.09
10.29
10.26
10.44
10.57
10.79
10.91
11.06
11.78
11.78 11.95
12.07
12.15
12.22
12.34
11.72
11.72
11.85
11.63
11.6611.67
11.7511.76
11.84
11.92
12.03
12.09
12.2011.76
11.64
11.60
11.6311.45
11.3511.2011.1511.67
11.75
11.93
12.06 12.18
12.22
12.30
11.91
12.04
Peg: 11.07
10.43
Peg: 11.95
Peg: 12.45
12.17
11.8411.88
10.59
10.35
10.33
11.0211.0010.94
10.89
10.75
10.58
10.51
10.59
10.82
10.92
10.96
11.06
11.1911.48
11.27
11.2211.12
10.93
10.77
10.99
11.17
11.28
11.35
11.52
11.56
15°0
8'20
" 6
6.21
116°12' 57.03
195°
51'
55.
44285°19' 55.28
12.012.0
11.0
11.0
Lot 273385m²
Ø750 RCP Class 2 - Existing Underground Storm Water (location approx. only)
MH SW
S/W LP
OD
Water Conn.Water Stop Valve
Electrical Turret
LEGEND
Grated Pit
Sewer Manhole
Sewer House Conn.
Stormwater Manhole
Stormwater House Conn
Telstra Pit
Fire Plug
Power Conn.
Telstra Conn.
Boundary Peg
Survey Mark
Property BoundaryFence
NOTES:
This plan and associated digital model is prepared forBriclok Design from a combination of field survey andexisting records for the purpose of designing newconstructions on the land and should not be used for anyother purpose.
The title boundaries as shown on this plan were notmarked at the time of the survey and have beendetermined by plan dimensions only and not by fieldsurvey. No measurements or offsets are to be derivedbetween the features on this plan and the boundarylayer. The relationship between the features in thismodel and the boundary layers cannot be used for anyset out purposes or to confirm the position of the titleboundaries on site.
Services shown have been located where visible by fieldsurvey. Services denoted as being “Per DBYD only” areapproximate and for illustrative purposes only. Prior toany demolition, excavation or construction on the site,the relevant authority should be contacted for possiblelocation of further underground services and detailedlocations of all services.
This note forms an integral part of the Plan/Data. Anyreproduction of this plan/model without this noteattached will render the information shown invalid.
CONDITIONS PLAN
FIRE VALVE
Major Contour
Minor Contour
CESSNA WAY
EXISTINGCONCRETECROSSING CONC. PATH CONC. PATH
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS. PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.
REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
62.51195°08'20"
11.76
10.33
11.51
Grated Pit
Top: 12.09
Inv: 11.02
12.0911.06
11.78 12.34
11.85
11.63
11.6611.67
11.7511.76
12.20
12.04
10.43
11.95
12.45
12.17
11.8411.88
12.012.0
11.0
11.0
S/W LP
OD
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
PROPOSED SITE &
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP2-J.W.H. J19081
J.W.H.
J.W.H.
1:200 @ A1
14/09/2020
Ø15
0 uP
VC sn
16 S
EWER
MAI
N
Ø150 oPVC CL16 WATER MAIN
EX. SEW M/H S2/1 - NEW LID RL (top) 12.04 RL (inl)* 8.57 RL (inl) 9.78 RL (inv) 8.52
Water C
onnection
(Approx)
15°0
8'20
" 6
6210
116°12' 57030
195°
51'
554
40285°19' 55280
FLOOR PLANS
FIRE VALVECESSNA WAY
Existing Crossing to beremoved to the satisfaction of
the local authority. Naturestrip & path to be made good.
CONC. PATH CONC. PATH
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
62510195°08'20"
32m2 F.F.
EXIT
WIN.
WIN
.
WIN.
Car Parks4900x2600w
WAREHOUSE 1177m2 G.F.
150
1000
015
0
4970
0
1000
015
0
Car Parks4900x2600w
WAREHOUSE 2176m2 G.F.
1000
015
0
1000
0
WAREHOUSE 3176m2 G.F.
Rolle
r Doo
r40
00x5
000HWAREHOUSE 4
165m2 G.F.
WAREHOUSE 5165m2 G.F.
9400
150
9400
17300
150
6505
Rolle
r Doo
r40
00x5
000H
EXIT
WIN
.
Car Parks4900x2600w
Service Yard83m2
Bol.
Disa
bled
Park
ing
5400
x480
0WBol.
MH SW
150
kerb
AREA
WAS
TEST
ORA
GE
Switchboard dp.
Switchboard dp.
LandscapingRefer to Sheet TP3
Proposed 8m wide ConcreteCrossing to the satisfaction of
the local authority.
Car Parks4900x2600w
Bol.
150
kerb
32m2 F.F.
32m2 F.F.
32m2 F.F.
32m2 F.F.
LandscapingRefer to Sheet TP3
Switchboard
Switchboard
Switchboard
Gate
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
F.F.L. 11.40
F.F.L. 11.40
F.F.L. 11.20
F.F.L. 11.20
F.F.L. 11.00
1017
3
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
dp.
dp.
dp.
TOTAL GROUND FLOOR AREA
47 % COVERAGE OF SITE
SITE ANALYSIS
TOTAL FIRST FLOOR AREATOTAL FLOOR AREA
TOTAL SITE AREA
= 1,600 m2= 288 m2= 1,888 m2
= 3,385 m2
CAR PARKING ANALYSISTOTAL FLOOR AREA = 1,888 m2
17892
dp.
dp.
dp.
dp.
dp.
TYP BOLLARD DETAILN.T.S.
SLOPE PAVEMENT AWAY
1400
MASS CONCRETE PADS
GALV. 150 Ø CHSCONCRETE FILLED
SHARED AREA
Disabled ParkingSpace - Typical
N.T.S.
(NOT MARKED)
DISABLED PARKING SPACE TO AS2890.6-2009
END
OF
PARK
ING
MO
DULE
PARKING AISLE OR ROADWAY
BOLLARDOTHER-USER
SPACES
DEDICATED SPACESHARED AREA
VARI
ES T
O S
UIT
FAL
L
TYP. KERB DETAIL
35
150
N.T.S.
Car Parks4900x2600w
path
100049001000 4900 9007
12
34
56
79
1011
12
2122
24
8000
Bol.Bol.
Bol.
Bol.
3064
32m2 F.F.
EXIT
WIN.
WIN
.
150 kerb
WAREHOUSE 9184m2 G.F.
canopy
Switchboarddp.
Switchboarddp.
F.F.L. 11.40
dp.
path
WIN.
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
Gate
Service Yard87m2
Bol.Bol.
Switchboard
Bol.
Rolle
r Doo
r40
00x5
000H
Switchboard
MRV Loading Bay
7600x3600W
Dry Powder
3A60B(E)Extinguisher
32m2 F.F.
WAREHOUSE 8184m2 G.F.
F.F.L. 11.40
32m2 F.F.
WAREHOUSE 7185m2 G.F.
F.F.L. 11.20
32m2 F.F.
WAREHOUSE 6188m2 G.F.
F.F.L. 11.20
Car Parks4900x2600w
Car Parks4900x2600w
1718
1913
1415
16
dp.dp.
cano
py
canopy
cano
pyca
nopy
cano
py
1312 1514 16 17
OFFICE/SHOWROOMUN
ISEX
/D
ISA
BLED
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
EXIT
WIN
.
Dry Powder
3A60B(E)Extinguisher
1312 1514 16 17
UNIS
EX/
DIS
ABL
ED
EXIT
up
1 2 3 4 5 6 7 8 910 11
kitchenette
EXIT
WIN
.
Dry Powder
3A60B(E)Extinguisher
1312 1514 16 17
UNIS
EX/
DIS
ABL
ED
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
OFFICE/SHOWROOM
OFFICE/SHOWROOM
EXIT
WIN
.
1312 1514 16 17
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
OFFICE/SHOWROOM
UNIS
EX/
DIS
ABL
ED
Dry Powder
3A60B(E)Extinguisher
1312 1514 16 17
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
UNIS
EX/
DIS
ABL
ED
Dry Powder
3A60B(E)Extinguisher
OFFICE/SHOWROOM
AREA
WAS
TEST
ORA
GEAR
EA
WAS
TEST
ORA
GEAR
EA
WAS
TEST
ORA
GEAR
EA
WAS
TEST
ORA
GE
90.00°
150
1035
015
010
350
150
1035
015
010
350
150 31
11
89.29°
dp.
dp.
Bol.Bol.
cano
pyca
nopy
WIN
.
Dry Powder
3A60B(E)Extinguisher
13 1215 141617
UNIS
EX/
DIS
ABL
ED
EXIT
up
1234567891011
kitchenette
OFFICE/SHOWROOM
EXIT
WIN
.
13 1215 141617
EXIT
up
1234567891011
kitchenette
OFFICE/SHOWROOM
UNIS
EX/
DIS
ABL
ED
Dry Powder
3A60B(E)Extinguisher
EXIT
dp.ca
nopy
WIN
.
Dry Powder
3A60B(E)Extinguisher
13 1215 141617
UNIS
EX/
DIS
ABL
ED
EXIT
up
1234567891011
kitchenette
OFFICE/SHOWROOM
EXIT
AREA
WAS
TEST
ORA
GEAR
EA
WAS
TEST
ORA
GE
AREA
WAS
TEST
ORA
GEAR
EA
WAS
TEST
ORA
GE
13 1215 141617
EXIT
up
1234567891011
kitchenette
OFFICE/SHOWROOM
UNIS
EX/
DIS
ABL
ED
Dry Powder
3A60B(E)Extinguisher
1000 4900 9007 4900 1000
1000 4900 9007 4900 1000
2m H
igh
Blac
k St
eel P
icke
t'c
ar-y
ard'
styl
e fe
ncin
g
2m H
igh
Blac
k St
eel P
icke
t'c
ar-y
ard'
styl
e fe
ncin
g
Existing Fence to remain
Existing Fence to remain
WAREHOUSE 1 GROUND FLOOR AREAWAREHOUSE 1 FIRST FLOOR AREA
= 177 m2= 32 m2
WAREHOUSE 2 GROUND FLOOR AREAWAREHOUSE 2FIRST FLOOR AREA
= 176 m2= 32 m2
WAREHOUSE 3 GROUND FLOOR AREAWAREHOUSE 3 FIRST FLOOR AREA
= 176 m2= 32 m2
WAREHOUSE 4 GROUND FLOOR AREAWAREHOUSE 4 FIRST FLOOR AREA
= 165 m2= 32 m2
WAREHOUSE 5 GROUND FLOOR AREAWAREHOUSE 5 FIRST FLOOR AREA
= 165 m2= 32 m2
WAREHOUSE 6 GROUND FLOOR AREAWAREHOUSE 6 FIRST FLOOR AREA
= 188 m2= 32 m2
WAREHOUSE 7 GROUND FLOOR AREAWAREHOUSE 7 FIRST FLOOR AREA
= 185 m2= 32 m2
WAREHOUSE 8 GROUND FLOOR AREAWAREHOUSE 8 FIRST FLOOR AREA
= 184 m2= 32 m2
WAREHOUSE 9 GROUND FLOOR AREAWAREHOUSE 9 FIRST FLOOR AREA
= 184 m2= 32 m2
TYPICAL GROUND FLOOR OFFICE AREATYPICAL STAIR CASE AREA
= 17 m2= 6 m2
TYPICAL MRV LOADING AREA = 27 m2
4215
0
Landscaping
Landscaping
23
motorbike parkingmin.1200x2500L
25
150
kerb
150 kerb
150 kerb
LandscapingRefer to Sheet TP3
STORAGE @ 1/100m2, OFFICE @ 1/40m2TOTAL CAR PARKS SUPPLIED ON SITE
= 23 CARS= 25 CARS
MOTORCYCLE SPACES PROVIDED = 1 BIKE
Sec.Lig
ht
Sec.Lig
ht
Sec.Light
Sec.Light
Sec.Light
Sec.Lig
ht24
50
2450
Roller Door3000x3000H
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
Roller Door3000x3000H
Retaining & backfill as required,refer to engineers design & details.
Rolle
r Doo
r40
00x5
000H
MRV Loading Bay
7600x3600W
Rolle
r Doo
r40
00x5
000H
MRV Loading Bay
7600x3600W
Rolle
r Doo
r40
00x5
000H
MRV Loading Bay
7600x3600W
Sec.Lig
ht
Sec.Lig
ht
Sec.Lig
ht
8
MRV Loading Bay
7600x3600W
Rolle
r Doo
r40
00x5
000H
MRV Loading Bay
7600x3600W
Rolle
r Doo
r40
00x5
000H
MRV Loading Bay
7600x3600WRo
ller D
oor
4000
x500
0H
20
WIN.
WIN
.
canopy
1312 1514 16 17
up
1 2 3 4 5 6 7 8 9 10 11
MEZZANINE STORAGE32m2
18
MEZZANINE - TYPICAL1:100
84304250 4180
4500
3250
1250 1050mm high
handrail above F.F.L.
1050
mm
hig
hha
ndra
il abo
ve F
.F.L
.
11.7611.51
Grated Pit
Top: 12.09
Inv: 11.02
12.09
11.78 12.34
11.85
11.63
11.6611.67
11.75
11.76
12.20
12.04
11.95
12.45
12.17
11.8411.88
12.012.0
WAREHOUSES WAREHOUSES
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP3-J.W.H. J19081
J.W.H.
J.W.H.
1:125 @ A1
14/09/2020
CESSNA WAY
Existing Crossing to beremoved to the satisfaction of
the local authority. Naturestrip & path to be made good.
CONC. PATH CONC. PATH
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
150 kerb
1000
0
Bol.Bol.15
0 ke
rb
Proposed 8m wide ConcreteCrossing to the satisfaction of
the local authority.
150
kerb
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
1017
3
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
path
8000
150 kerb
canopy
path
canopy
150 kerb150 kerb
LANDSCAPINGSITE PLAN
treated pine edging
treated pine edging
2m H
igh
Blac
k St
eel P
icke
t'c
ar-y
ard'
styl
e fe
ncin
g
2m H
igh
Blac
k St
eel P
icke
t'c
ar-y
ard'
styl
e fe
ncin
g
TREE PLANTING DETAIL
EXISTING COMPACTEDWITH EXISTING SOIL LEVEL
50mm DEEP WATERING DISH
RAISED SOIL PROFILE WITH A
SHREDDED BARK OR WOOD75mm MULCH LAYER OF
MIN. DIAMETER SAME ASROOT BALL
ROOT BALL FLUSH
SITE SOIL
HARDWOOD STAKE
FROM BASE OF TRUNKTIED LOOSELY ONE THIRD
EXISTING SOIL LEVEL
HESSIAN OR EQUIV. TREE TIESTAPLED OR NAILED TO STAKE
TIES TO BE REMOVED ONCE TREE
SITE SOIL FREE FROMROCKS AND RUBBISH
BACKFILL USING LOOSENED
IS ESTABLISHED
PROVIDE WEED MATTING AND BACK FILL GARDEN BEDS WITH 75 THICK LEAF MULCH
MULCH SHALL BE CLEAN AND MUST COMPLY TO HORTICULTURAL STANDARDS.
ALL GARDEN AREAS SHALL BE MAINTAINED IN GOOD ORDER & APPEARANCE
a). GARDEN AREAS TO BE PROVIDED WITH FIXED PLUMBED SPRINKLERS or
SPRINKLER/IRRIGATION SYSTEM :-
DRIP FEED STYLE SYSTEM DESIGNED TO AS2124
MULCHING
AND MOISTURE EVAPORATION.
DENSE GROUND COVERS AND MULCHING TO A DEPTH OF 75mm
DEPTH MUST BE MAINTAINED TO SUPRESS WEED GROWTH
ALL NATIVE SHRUBS, GROUND COVERS AND GRASSES
GARDEN AREAS SHALL CONSIST OF
SOIL PREPARATIONb). HOE TO 200 DEPTH
AND RIVER SOIL TO GARDEN BED AREAS
a). STRIP EXISTING TOP SOIL TO EXPOSE CLAY LAYER
MUST BE DROUGHT TOLERANT SPECIES.
d). AFTER PLANTING OF SHRUBS & INSTALLATION OF IRRIGATION SYSTEM
c). ANY FILLING TO BE CLEAN TOP SOIL SANDY LOAM FOR LAWN AREAS
GENERAL LANDSCAPE SPECIFICATION
THE FINISHED SURFACE INCLUDING MULCHING LAYER SHALL MATCH
ALL PLANTS TO BE DISEASE FREE, NOT ROOT BOUND AND HEALTHY.
IN ACCORDANCE WITH STANDARD HORTICULTURAL GOOD PRACTICE.ALL PLANTING SHOULD BE DONE BY AN EXPERIENCED GARDENER
TAKE NOTE OF THE ANTICIPATED SPREAD OF THE MATURE PLANTS
ALL SIZES ABOVE ARE MATURE HEIGHTS AND SPREAD
AND ALL PLANTS ARE AVAILABLE FROM LOCAL NURSERIES.
TOP OF KERBING OR PAVEMENT AS SHOWN ON PLANS.
PLANTS HAVE BEEN SELECTED TO SUIT THE PROPOSED LOCATIONS IE. SUNNY & SHADY AREAS, MOIST OR DRY AREAS.
PERSISTANT PERENNIAL WEEDS TO BE SPRAYED WITH HERBICIDE
ALL GARDEN BEDS, PAVED AREAS, PITS ETC. SHALL BE KEPT FREE
BY AN EXPERIENCED GARDENER TO ENSURE PLANTS ARE WATERED
ALL GARDEN BEDS SHALL BE KEPT WEED FREEALL PLANTS SHALL BE MIN. 300mm AT TIME OF TRANSPLANTING
OF RUBBISH AND DEBRIS.
TO MANUFACTURERS SPECIFICATIONS.
WHEN PLANTING.
DEAD OR DISEASED PLANTS SHALL BE REPLACED REGULARILY.
CONTACT COUNCIL'S PARKS DEP'T FOR FURTHER INFORMATIONLANDSCAPE GUIDELINES FOR INDUSTRIAL DEVELOPMENTS.
TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY
FOR FURTHER USEFUL ASSISTANCE REFER TO
AND FERTILISED TO ENSURE GOOD GROWTH
CITY OF CLARENCE
Plant legend
Allocasuarina verticillata (Alc ver) - Drooping SheoakNo. - 2 of, 5-8m, mature planting 2m stock
Banksia marginata (Ban mar) - Silver BanksiaNo. 2 of, 3-5m, mature planting 1-2m stock
Veronica formosa (Ver for) - Common Speedwell BushNo. - 8 of, 1.5m, 300 pot stock
Leucophyta brownii (Leu bro) - Cusion BushNo. - 12 of, 1m, 150 pot stock
Rytidosperma caespitosum (Ryt cae) - Common Wallabygrass
Poa poiformis (Poa poi) - Coastal Tussockgrass
Plant in dense mix of minimum 2 per m2, 150mm pot / tube stock
Material legend
150mm R.C. Paving
Lawn (as selected)Ver for
Mix Ryt cae, Poa poi- 2 per m2
VARI
ES T
O S
UIT
FAL
L
TYP. KERB DETAIL
35
150
N.T.S.
Alc verBan mar
Alc verBan mar
Ver for
Ver for Ver for
Ver for
Ver for
Mix Ryt cae, Poa poi- 2 per m2
Mix Ryt cae, Poa poi- 2 per m2
Leu bro
Leu bro
'lawn'
'lawn'
'lawn'
'lawn'
'lawn'
'lawn'
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
Bol.
Service Yard83m2 Ga
te
dp.
Bol.
Gate
Service Yard87m2
Bol.
cano
py
Existing Fence to remain
Existing Fence to remain
WAREHOUSES
WAREHOUSES
Ban mar
Ban mar
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
Mix Ryt cae, Poa poi- 2 per m2
Mix Ryt cae, Poa poi- 2 per m2
150 kerb
150 kerb
2152
1194
4900
4900
1977
1019
2300
5275
2496
2543
5125
2300
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
Retaining & backfill as required,refer to engineers design & details.
11.15
10.33
10.51
10.59
10.35
10.33
ELEVATIONS
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP4-J.W.H. J19081
J.W.H.
J.W.H.
1:100 @ A1
14/09/2020UNITS 1 - 5
7000
2700
700
2400
1200
500
2600
500
11.45
11.35
11.20
11.15
F.F.L. 11.40F.F.L. 11.00
150mm R.C. Tilt-Panels toengineers design & detail.
Typical panel join, refer to eng.design & panel shop detail drawings.
11.67
10.43
150mm R.C. Tilt-Panels toengineers design & detail.
150mm R.C. Tilt-Panels toengineers design & detail.
Typical panel join, refer to eng.design & panel shop detail drawings.
Natural Ground LineNatural Ground Line
Natural Ground Line Natural Ground Line
Natural Ground Line
WEST ELEVATION
SOUTH ELEVATION
7000
2700
3600
700
300
7000
650
7000
650
4300
2700
F.F.L. 11.00 F.F.L. 11.20 F.F.L. 11.40 F.F.L. 11.40
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding
(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding
(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
Glazed Escape Door920x2700H
Aluminium commercial windows & externaldoors with E-Vantage Grey single glazing w/'Monument' colour frames to AS1288-2006& BCA2019 Part-J requirements.
150mm R.C. Tilt-Panels toengineers design & detail.Colour 'Monument'
150mm R.C. Tilt-Panels Panelsto engineers design & detail.Colour 'Ironstone'
200
200
Feature concrete blade panels.Colour 'Burnt Orange'
Feature line work in contrastingcolour. Colour 'Burnt Orange'
6300
10.44
11.45
10.59
10.58
10.82
11.17
10.93
7000
2700
700
2400
1200
Automatic Roller Door4000x5000H
Colour 'Monument'
Automatic Roller Door4000x5000H
Colour 'Monument'
Automatic Roller Door4000x5000H
Colour 'Monument'
Automatic Roller Door4000x5000H
Colour 'Monument'
Automatic Roller Door4000x5000H
Colour 'Monument'
F.F.L. 11.40F.F.L. 11.00F.F.L. 11.2020
0
200
Natural Ground LineNatural Ground Line
EAST ELEVATION
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding
(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding
(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
Glazed Escape Door920x2700H Glazed Escape Door
920x2700H
Glazed Escape Door920x2700H
Glazed Escape Door920x2700H
Aluminium commercial windows & externaldoors with E-Vantage Grey single glazing w/'Monument' colour frames to AS1288-2006
& BCA2019 Part-J requirements.
Aluminium commercial windows & externaldoors with E-Vantage Grey single glazing w/'Monument' colour frames to AS1288-2006
& BCA2019 Part-J requirements.
150mm R.C. Tilt-Panels Panelsto engineers design & detail.Colour 'Ironstone'
7000
480
2700
1200
700
2400
500
700
Feature concrete blade panels.Colour 'Burnt Orange'
500
2600
500
150mm R.C. Tilt-Panels toengineers design & detail.Colour 'Monument'
Security Lighting Security Lighting
Roller Door3000x3000H
NORTH ELEVATIONRetaining & backfill as required,refer to engineers design & details.
Security Lighting
11.60
10.89
10.96 11.22
11.35
7000
2700
700
2400
1200
500
2600
500
Automatic Roller Door4000x5000H
Colour 'Monument'
F.F.L. 11.40F.F.L. 11.20 200
ELEVATIONS
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP5-J.W.H. J19081
J.W.H.
J.W.H.
1:100 @ A1
14/09/2020UNITS 6 - 10
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
Aluminium commercial windows & externaldoors with E-Vantage Grey single glazing w/'Monument' colour frames to AS1288-2006& BCA2019 Part-J requirements.
Feature concrete blade panels.Colour 'Burnt Orange'
Glazed Escape Door920x2700H
11.35
11.52
11.56
7000
2700
700
2400
1200
500
2600
500
Natural Ground Line
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
Glazed Escape Door920x2700H
Aluminium commercial windows & externaldoors with E-Vantage Grey single glazing w/'Monument' colour frames to AS1288-2006
& BCA2019 Part-J requirements.
150mm R.C. Tilt-Panels toengineers design & detail.
Colour 'Monument'
150mm R.C. Tilt-Panels Panelsto engineers design & detail.
Colour 'Ironstone'
SOUTH ELEVATION NORTH ELEVATION
WEST ELEVATION
Feature line work in contrastingcolour. Colour 'Burnt Orange'
10.79
10.91
11.07
7000 150mm R.C. Tilt-Panels to
engineers design & detail.
Typical panel join, refer to eng.design & panel shop detail drawings.
Natural Ground Line
Natural Ground Line
F.F.L. 11.20F.F.L. 11.40
11.76
11.07
11.02
11.19
11.48
11.56 200
Structural steel fascia canopies to engineers design& details. ALUCOBOND® PLUS composite cladding
(mechanical fixed). Fall to box gutter, connected tos/w system. Colour 'Natural Anodized Silver'
150mm R.C. Tilt-Panels toengineers design & detail.
150mm R.C. Tilt-Panels toengineers design & detail.
Typical panel join, refer to eng.design & panel shop detail drawings.
Natural Ground LineNatural Ground Line
EAST ELEVATION
Automatic Roller Door4000x5000H
Colour 'Monument'
200
Natural Ground LineGlazed Escape Door
920x2700HAutomatic Roller Door
4000x5000HColour 'Monument'
Automatic Roller Door4000x5000H
Colour 'Monument'
F.F.L. 11.40
F.F.L. 11.20F.F.L. 11.40F.F.L. 11.40 F.F.L. 11.20
Security Lighting Security Lighting
Security Lighting
LandscapingRefer to Sheet TP3
Roller Door3000x3000H
Retaining & backfill as required,refer to engineers design & details.
11.76
10.33
11.51
Grated P
itTop:
12.09
Inv: 11
.02
12.09
11.06
11.78
12.34
11.85
11.63
11.66 11.67
11.75
11.76
12.20
12.04
10.43
11.95
12.45
12.17
11.84
11.88
12.0 12.0
11.0
11.0
S/W LP
OD
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
Ø150
uPVC
sn16
SEW
ER M
AIN
Ø150 oPVC CL16 WATER MAIN
EX. SEW M/H S2/1 - NEW LID RL (top) 12.04 RL (inl)* 8.57 RL (inl) 9.78 RL (inv) 8.52
Water C
onnect
ion
(Approx)
15°0
8'20"
662
10
116°12' 57030
195°
51'
5544
0285°19' 55280
FIRE VALVE
CESSNA WAY
Existing Crossing to be removed tothe satisfaction of the local authority.Nature strip & path to be made good.
CONC. PATH CONC. PATH
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
62510195°08'20"
32m2 F.F.
EXIT
WIN.
WIN
.
WIN.
Car Parks4900x2600w
150 kerb
WAREHOUSE 1177m2 G.F.
Car Parks4900x2600w
WAREHOUSE 2176m2 G.F.
Rolle
r Doo
r45
00x5
000H
WAREHOUSE 3176m2 G.F.
Rolle
r Doo
r40
00x5
000HWAREHOUSE 4
165m2 G.F.
WAREHOUSE 5165m2 G.F.
Rolle
r Doo
r40
00x5
000H
EXIT
WIN
.
Car Parks4900x2600w
Yard83m2
Bol.
Disa
bled
Parki
ng54
00x4
800WBol.
MH SW
Rolle
r Doo
r45
00x5
000H
Rolle
r Doo
r45
00x5
000H
150 k
erb
AREA
WAS
TEST
ORAG
E
Switchboard dp.
Switchboard dp.
LandscapingRefer to Sheet TP5
Car Parks4900x2600w
Bol.
Disa
bled
Parki
ng54
00x4
800W
Bol.
150 k
erb
32m2 F.F.
32m2 F.F.
32m2 F.F.
32m2 F.F.
LandscapingRefer to Sheet TP5
Switchboard
Switchboard
Switchboard
Gate
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
F.F.L. 11.40
F.F.L. 11.40
F.F.L. 11.20
F.F.L. 11.20
F.F.L. 11.00
PIPELINE & SERVICES EASEMENT - VARIABLE WIDTH.REFER SP164757 & SURVEYOR FOR FURTHER DETAILS.
dp.dp.
dp.dp.
dp.
dp.
dp.dp.
Car Parks4900x2600w
Staff Car Park4900x2600w
Staff Car Park4900x2600w
path
Staff Car Park4900x2600w
Staff Car Park4900x2600w
Staff Car Park4900x2600w
12
34
58
910
1112
1516
1719
2021
3637
3839
40
Bol.
Bol.Bol.
Bol.
3064
32m2 F.F.
EXIT
WIN.
WIN
.
150 kerb
WAREHOUSE 9184m2 G.F.
canopy
Switchboard
dp.
Switchboard
dp.
F.F.L. 11.40
dp.
path
WIN.
Staff Car Park4900x2600w
150mm Thick R.C. Drivewayto eng. design & details.
Non-slip finish to code req.
Gate
Yard87m2
Bol.Bol.
Rolle
r Doo
r45
00x5
000H
Rolle
r Doo
r45
00x5
000H
Switchboard
Bol.
Rolle
r Doo
r45
00x5
000H
Switchboard
Rolle
r Doo
r45
00x5
000H
MRV Loading Bay
7600x3600W
MRV Loading Bay
7600x3600W
Dry Powder
3A60B(E)Extinguisher
32m2 F.F.
WAREHOUSE 8184m2 G.F.
F.F.L. 11.40
32m2 F.F.
WAREHOUSE 7185m2 G.F.
F.F.L. 11.20
32m2 F.F.
WAREHOUSE 6188m2 G.F.
F.F.L. 11.20
Car Parks4900x2600w
Staff Car Park4900x2600w
Staff Car Park4900x2600w
Car Parks4900x2600w
Staff Car Park4900x2600w
2930
3132
3322
2324
2526
dp.dp.
cano
py
canopy
cano
pyca
nopy
cano
py
1312 1514 16 17
OFFICE/SHOWROOMUN
ISEX
/DI
SABL
ED
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
EXIT
WIN
.
Dry Powder
3A60B(E)Extinguisher
1312 1514 16 17
UNIS
EX/
DISA
BLED
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
EXIT
WIN
.
Dry Powder
3A60B(E)Extinguisher
1312 1514 16 17
UNIS
EX/
DISA
BLED
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
OFFICE/SHOWROOM
OFFICE/SHOWROOM
EXIT
WIN
.
1312 1514 16 17
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
OFFICE/SHOWROOM
UNIS
EX/
DISA
BLED
Dry Powder
3A60B(E)Extinguisher
1312 1514 16 17
EXIT
up
1 2 3 4 5 6 7 8 9 10 11
kitchenette
UNIS
EX/
DISA
BLED
Dry Powder
3A60B(E)Extinguisher
OFFICE/SHOWROOM
AREA
WAS
TEST
ORAG
EAR
EA
WAS
TEST
ORAG
EAR
EA
WAS
TEST
ORAG
EAR
EA
WAS
TEST
ORAG
E
dp.
dp.
Bol.Bol.
cano
pyca
nopy
WIN
.
Dry Powder
3A60B(E)Extinguisher
13 1215 141617
UNIS
EX/
DISA
BLED
EXIT
up
1234567891011
kitchenetteOFFICE/SHOWROOM
EXIT
WIN
.
13 1215 141617
EXIT
up
1234567891011
kitchenette
OFFICE/SHOWROOM
UNIS
EX/
DISA
BLED
Dry Powder
3A60B(E)Extinguisher
EXIT
dp.ca
nopy W
IN.
Dry Powder
3A60B(E)Extinguisher
13 1215 141617
UNIS
EX/
DISA
BLED
EXIT
up
1234567891011
kitchenetteOFFICE/SHOWROOM
EXIT
AREA
WAS
TEST
ORAG
EAR
EA
WAS
TEST
ORAG
E
AREA
WAS
TEST
ORAG
EAR
EA
WAS
TEST
ORAG
E
13 1215 141617
EXIT
up
1234567891011
kitchenette
OFFICE/SHOWROOM
UNIS
EX/
DISA
BLED
Dry Powder
3A60B(E)Extinguisher
Staff Car Park4900x2600w
14
Staff Car Park4900x2600w
13
Staff Car Park4900x2600w
7
Staff Car Park4900x2600w
6
Staff Car Park4900x2600w
18
Staff Car Park4900x2600w
34
Staff Car Park4900x2600w
35
Staff Car Park4900x2600w
28
Staff Car Park4900x2600w
27
11.80
11.60
11.40
11.20
10.80
10.60
SWM
SITE AREA: SITE ANALYSIS
PAVING AREAS:
ROOF AREAS (WAREHOUSE 1-5):23380 m2860 m
2
AREA SCHEDULE:
m1252
SITE PERMEABILITY: SITE COVERAGE 22852 m
2m84.38%15.62% 528
BEWARE OF UNDERGROUND SERVICES
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.SHOULD BE PROVEN ON SITE. NO GUARANTEESAPPROXIMATE ONLY AND THEIR EXACT POSITIONTHE LOCATION OF UNDERGROUND SERVICES IS
WARNING
CONTRACTOR TO CHECK FOR POWER, WATER, GAS,STORMWATER, SEWER, PHONE AND ANY OTHERS SERVICES PRIOR TO EXCAVATION FOR INSTALLATIONOF DRAINAGE SYSTEM & FOOTINGS.
BUILDER TO ENSURE THAT NO PART OF THE PROPOSEDBUILDING OR FOOTINGS EXTENDS OVER THE BOUNDARY LINE.
IF THE CONDITIONS ON SITE DIFFER, CONTACTSTRUCTPLAN ENGINEERS FOR FURTHERRECOMMENDATIONS.
DRAINAGE NOTE:BUILDINGS ON MODERATELY, HIGHLY OR EXTREMELY REACTIVE SITES SHALL BECOMPLIED WITH AS 2870 - 2011 SECTION 5.6.3 REQUIREMENTS AS FOLLOW.
A. SURFACE DRAINAGE SHALL BE CONTROLLED FROM THE START OF SITEPREPARATION AND CONSTRUCTION. THE DRAINAGE SYSTEM SHALL
BE COMPLETED BY THE FINISH OF CONSTRUCTION OF THE BUILDING.
B. THE BASE OF TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING.TRENCHES SHALL BE BACKFILLED WITH CLAY IN THE TOP 300mm
WITHIN 1.5m OF THE BUILDING. THE CLAY USED FOR BACKFILLING SHALLBE COMPACTED. WHERE PIPES PASS UNDER THE FOOTING SYSTEM, THETRENCH SHALL BE BACKFILLED FULL DEPTH WITH CLAY OR CONCRETE TORESTRICT THE INGRESS OF WATER BENEATH THE FOOTING SYSTEM.
C. ALTERNATIVELY, A PLASTIC MEMBRANE ACROSS THE CROSS-SECTION OFTHE TRENCH, TAPED TO THE PIPE AND KEYED INTO THE SIDES AND BASEOF THE TRENCH MAY BY USED.
D. SUBSUFACE DRAINS TO REMOVE GROUNDWATER SHALL NOT BE USEDWITHIN 1.5m OF THE BUILDING UNLESS DESIGNED IN ACCORDANCE WITHENGINEERING PRINCIPLES.
STORMWATER PIT SCHEDULEPIT No. TOP R.L. PIT DEPTH (mm) IL INLET IL OUTLETSIZE (L x W)TYPE
P2 10.95 990 9.96900 x 900
JUNCTION PIT
9.98
DIA INLET (mm)
225Ø
DIA OUTLET (mm)
300Ø
REMARKS
NOTES:1. THE SLOPE OF ALL PIT LIDS MUST MATCH THE SURROUNDING EXISTING OR FINISHED SURFACE
P3 11.15 1070 10.08900 x 900JUNCTION PIT 10.10 150Ø 225Ø GRATED LID
2. BEFORE COMMENCING WORK ON TRENCHES IN EXCESS OF 1.5m DEEP, NOTICE OF SUCH PROPOSAL IS TO BE SENT TO THE OCCUPATIONAL HEALTH AND SAFETY AUTHORITY IN ACCORDANCE WITH THE WORKSAFE REGULATIONS - "SAFETY PRECAUTIONS IN TRENCHING OPERATIONS" AND CODE OF PRACTICE No.8 1988. A FOREMAN QUALIFIED AS A MINES MANAGER MUST BE IN ATTENDANCE AT ALL TIMES DURING SUCH EXCAVATIONS.3. PIT GREATER THAN 1.0m IN DEPTH ARE TO BE REINFORCED WITH SL81 SQUARE MESH, PLACED CENTRALLY IN PIT WALL
P1 10.75 900 9.85900 x 900 9.87 300Ø 375Ø
H.D OR CLASS D
HW
DENOTES PAVEMENT LEVEL
DENOTES INSPECTION OPENING
DENOTES DOWN PIPE
DENOTES NEW PIT - REFER DETAILS.
DENOTES 150 DIA STORMWATER DRAIN PIPE (U.N.O)
DENOTES INVERT LEVEL OF PIPE
JUNCTION PIT GRATED LIDH.D OR CLASS D
DENOTES SAW-CUT JOINT
DENOTES DOWEL CONSTRUCTION JOINT
1. ALL EXISTING AUTHORITY SERVICES WITHIN THE ROAD RESERVE &EASEMENT
ARE TO BE PROVED (OFFSET, DEPTH & SIZE) PRIOR TO ANY CONSTRUCTIONOF CIVIL WORKS.
2. EXISTING FOOTPATH AND DRIVEWAY CROSSINGS ARE TO BE SAWCUT ATCONSTRUCTION JOINTS AND REINSTATE FULL BAY.
3. ALL DRAINAGE TRENCH BACKFILL UNDER FOOTPATH, DRIVEWAY ORBEHIND KERB
& CHANNEL IS TO FINE CRUSHED ROCK (FCR) CLASS 2 (WET-MIXED) ANDCOMPACTED AT 150mm, EQUAL LAYERS TO 95% MODIFIED COMPACTION.DRAINAGE BEDDING IS TO BE 75mm, COMPACTED THICKNESS OF FINECRUSHED ROCK(FCR) CLASS 2 (WET-MIXED) AND COMPACTED TO 95%MODIFIED COMPACTION.
4. CONTRACTOR OR BUILDER IS TO NOTIFY IN WRITING TO OWNER(S) ANDLOCAL
RESIDENTS OF NEIGHBOURING PROPERTIES WHICH WILL BE AFFECTED BYTHE
CIVIL WORKS GIVING AT LEAST 48 HOURS NOTICE IN WRITING.
5. PUBLIC SAFETY FOR ALL PEDESTRIANS AND VEHICULAR TRAFFIC MUST BEGIVEN
AT ALL TIMES.
6. A ROAD OPENING PERMIT IS REQUIRED FROM COUNCIL FOR THE CIVILWORKS WITHIN THE ROAD RESERVE. ALL WORKS IN THE ROAD RESERVE
ARETO BE REINSTATED TO THE SATISFACTION OF COUNCIL'S WORKS
SUPERVISOROR DRAINAGE ENGINEER. FOR INSPECTION OF WORKS, CONTACT
COUNCIL'SWORKS SUPERVISOR OR PLANNING OFFICER GIVING AT LEAST 2 WORKING
DAYS NOTICE. ALL REINSTATEMENT WORKS WITHIN THE ROAD RESERVEMUST BE COMPLETED WITHIN 14 DAYS OF THECOMMENCEMENT.
ROOF AREAS (WAREHOUSE 6-9): 2740 m
900 x 900 JUNCTION PITWITH "ECOSOL LITTERBASKET" OR SIMILARPOLLUTANT TRAPPRODUCT TYPICAL
900 x 900 JUNCTION PITWITH "ECOSOL LITTERBASKET" OR SIMILARPOLLUTANT TRAPPRODUCT TYPICAL
- TSD-R16-v1.
9690
PROVIDE KEY JOINT AS PER STANDARD DRAWING- TSD-R11-v1 AND TSD-R6-v1.
6533
DENOTES LAND SLOPING DIRECTION
GRATED LIDH.D OR CLASS D
EXISTING J.PITEXP 10.33 TBC TBCTBC 9.73 375Ø TBC -
CIVIL DRAINAGE
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP6-J.W.H. J19081
STRUCTPLAN
J.W.H.
1:200 @ A1
14/09/2020SITE PLAN
8000
150 kerb
150 kerb
FLOOR LEVEL
OVERLAND FLOW FOR1:100 YEAR STORM EVENT
Q = 88L/sec
FLOOR LEVEL
1 IN 100 YEARS STORM OVERLAND FLOW SECTION
100
500
1000Q-Capacity < 88L/sec @ 100mm deep
CONNOLLY EXPANSION JOINTFOAM EXTENDS TO FULL JOINT DEPTH CONNOLLY PEG & WEDGE FIXING SYSTEM
10mm EXPANSION FOAMROLL FORMED STEEL PROFILEFOR STRAIGHTER JOINTS
PURPOSE MADE DOWEL SLEEVETWIST FIX SLEEVE TO STEEL PROFILE
INTEGRAL SUPPORT LEG
VERTICAL JOINT FACEWITH NO KEY WAYS
12mm DOWELS @300CTS (GALVANISED)
100Ø CLASS 1000 SUBSOIL DRAINMIN 1:200
BEDDING AND BACKFILL TO BE5mm SCREENINGS
600
300
MIN
550
100 THICK CLASS 2 FCRCOMPACTED TO 98% SMDD
TYPICAL SUB-SOIL DRAIN DETAIL(NOT TO SCALE)
TYPICAL PIPE PENETRATION DETAIL(NOT TO SCALE)
1000
VARIES
75mm THICK POLYSTYRENELAGGING. TYPICAL PROVIDE ADDITIONAL TOP
STEEL 1000mm MIN TYPICAL
BOTTOM STEEL TO BELAPPED AS SHOWN
(NOT TO SCALE)
CONCRETE PAVEMENT(NOT TO SCALE)
200mm DEPTH CONCRETEPAVING @ 25MPa WITH SL82MESH 50mm FROM TOP
75mm MINIMUM CRUSHEDROCK BEDDING
FALL 1 in 40FALL 1 in 40
VARIES (MIN. 3000mm)
DEPTH OF INVERT MINIMUM INTERNAL DIMENSION (mm)
LESS THAN 600 450TO OUTLET (mm) WIDTH
>600 & < 900
>900 & < 1200
>1200*
NOTE:1. * STEP IRONS REQUIRED
450LENGTH
600 600
600 900
900 900
2. ALL DIMENSIONS ARE IN ACCORDANCE WITH AS/NZS: 3500.3 2018 - PART 3 STORMWATER DRAINAGE SYSTEM3. HEAVY DUTY COVERS TO BE USED FOR TRAFFICABLE LOADS IN ACCORDANCE WITH AS 3996 CLASS D - 210 kN OR APPROVED EQUIVALENT FOR INDUSTRIAL PROJECTS4. CONCRETE STRENGTH F'c = MIN. 25 MPa AT 28 DAYS.
REINFORCEMNTSL 72
SL 92
SL 102
SL 918
STEP IRONS FOR DRAINAGE PITS
NOTE:1. FIRST RUNG 150mm DOWN FROM TOP, THEN SPACED AT300 CENTRES2. STEP IRON MATERIAL: 24m DIAMETER MILD STEEL, HEAVYGALVANISED3. STEP IRONS REQUIRED FOR ALL PITS GREATER THAN 1mDEPTH4. THIS DETAIL TO BE READ IN CONJUNCTION WITH
LOACAL COUNCIL'S STANDARD DRAWING.
5. THIS DETAIL TO BE READ IN CONJUNCTION WITH LOCAL COUNCIL'S STANDARD DRAWINGS.
NOTE: REFER DRAINAGE PIT REINFORCEMENT SCHEDULE FOR REINFORCEMENT DETAIL
OR SCHEDULEOF ALL PITSSHAPING TO BASE
AS PER PLAN150 150
TO S
UIT
PIPE
GRA
DING
150
CONCRETE BENCHING
IF DEPTH OF PITEXCEEDS ONE METRE
PROVIDE STEP IRONS
DEPT
H
150 MIN150
150
AGAINST PIT WITH 14mmCOMPACTED NDCR TYPICAL
BUILDER TO BACKFILL
"LEN"+"WID"
TYPICAL PIT DETAILS - SOLID OR GRATED COVER
REINFORCEMENT MESH(CENTRAL)REFER SCHEDULE
GRATED PIT COVERPROVIDE MEDIUM DUTYFOR RESIDENTIAL,
DRAINAGE PIT REINFORCEMENT SCHEDULE
PIPE TRENCH UNDER PAVEMENT
DIA
100mm MIN. ON EARTHFOUNDATION200mm MIN. ON ROCKFOUNDATION
14mm NOMINAL SIZECLASS 3 FCRCOMPACTED BEDDING
20mm NOM. SIZE STABILIZED CLASS 3FCR COMPACTED TO 95% MODIFIEDRELATIVE COMPACTION IN 150 THICKLAYERS
SUBGRADE LEVEL PAVEMENT (EXISTING / PROPOSED)
DIA + 300
300
PIPE TRENCH DETAIL
(NOT TRAFFICABLE)
TOPSOIL ORIGINAL AND FINALSURFACE
APPROVED COMPACTED FCR ORPACKING SAND HAUNCH
BACKFILL, CLEAN, ROCK FREEEXCAVATED ON SITE MATERIALPARTICLE SIZE 75mm MAX.
100mm MIN. ON EARTHFOUNDATION200mm MIN. ON ROCKFOUNDATION
14mm NOMINAL SIZECLASS 3 FCRCOMPACTED BEDDING
APPROVED COMPACTED FCR ORPACKING SAND HAUNCH
150
75
CONCRETE DRIVEWAY PAVEMENT DETAIL
BASE 75mm - CLASS 2 COMPACTED FCR
SUB-GRADE - TRIM, COMPACT AND PROOF ROLLUNSTABLE AREAS TO BE REPLACED WITH 40mmNDCR TO ACHIEVE A DESIGN CBR OF 3%
150 THICK CONCRETEF'c = 32 MPa 28 DAY COMPRESSIVE STRENGTHSL92 MESH TOP
NOTE:1. THIS DETAIL TO BE READ IN CONJUNCTION WITH LOCAL COUNCIL'S STANDARD DRAWINGS
R16 x 450 LONG DOWEL BARSAT 500 MAXIMUM CENTRESDRILL & EPOXY 150mm INTOEXISTING CONCRETE SLAB 50mm COVER TYP
200
75
CONCRETE VEHICLE CROSSING DETAIL
BASE 75mm - CLASS 2 COMPACTED FCR
SUB-GRADE - TRIM, COMPACT AND PROOF ROLLUNSTABLE AREAS TO BE REPLACED WITH 40mmNDCR TO ACHIEVE A DESIGN CBR OF 3%
NOTE:
R16 x 450 LONG DOWEL BARSAT 500 MAXIMUM CENTRESDRILL & EPOXY 150mm INTOEXISTING CONCRETE SLAB
200 THICK CONCRETE F'c = 25MPa 28 DAY COMPRESSIVESTRENGTH SL82 MESH TOP &BTM (30 TOP COVER AND 50BOTTOM COVER)
1. THIS DETAIL TO BE READ IN CONJUNCTIONWITH LGAT STANDARD DRAWING - TSD-R16-v1.
DIA
NOTE:1. THIS DETAIL TO BE READ IN CONJUNCTION WITH
LGAT STANDARD DRAWING - TSD-G01.v1 AND TSD-G02.v1.
PIPE OVERLAY
HAUNCHING
NOTE:
LGAT STANDARD DRAWING - TSD-G01.v1 AND TSD-G02.v1.
CIVIL DRAINAGE
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP7-J.W.H. J19081
STRUCTPLAN
J.W.H.
N.T.S.
14/09/2020SITE PLAN
(NOT TO SCALE)
THIS PLAN REMAINS THE INTELLECTUAL PROPERTY & COPYRIGHT OFBRICLOK BUILDING DESIGN P/L AND CANNOT BE REPRODUCED IN ANY WAYWITHOUT THE EXPRESS PERMISSION OF BRICLOK BUILDING DESIGN P/L
date
job number
scale
checked
designed
drawn
revision
drawing number
PO Box 938 | Bacchus Marsh | VIC 3340
m: 0403 196 133 | e: [email protected] Registered Building Practitioner: DP-AD 25793
TAS Licensed Building Services Provider: 264632134IVAN PAUSAK FAMILY TRUSTLOT 27, No.10 CESSNA WAY, CAMBRIDGE, TAS.
STORAGE/WAREHOUSE DEVELOPMENT at TP8-J.W.H. J19081
J.W.H.
J.W.H.
N.T.S.
14/09/20203D PERSPECTIVE
DRAWINGS
WAREHOUSE UNITS 1 - 5 WAREHOUSE UNITS 6 - 9
STREETSCAPE - CESSNA WAY
PLANNING ASSESSMENT REPORT
Planning Permit Application - Clarence Interim Planning Scheme 2015
For Use and Development of the land for Nine Storage Warehouses
At 10 Cessna Way (Lot 27 – 107 Kennedy Drive) Cambridge
1.0 Introduction
This application seeks planning permission for the development of land on part of larger site
known as 107 Kennedy Drive Cambridge. It is proposed to develop nine (9) warehouses on
the site for use for ‘Storage’ as defined in the Clarence Interim Planning Scheme 2015.
2.0 Subject Site Context
The subject site is known as Lot 27 with a future address of 10 Cessna Way in Cambridge (but
currently still part of 107 Kennedy Drive). The land is part of the growing airport industrial
development associated with Cambridge Aerodrome. The aerodrome is located to the east of
the land. The site has an overall area of 3385m² with a generous 55.28m wide frontage. The
site is regular in configuration other than the rear boundary which has an oblique angle. The
rear boundary abuts a large drainage easement. A variable width easement in favour of
pipeline and services is located within the frontage of the site.
3.0 Planning Controls
The subject land is zoned Light Industrial under Clarence Interim Planning Scheme 2015. The
site immediately abuts a Utilities Zone to the rear (drainage infrastructure) but otherwise abuts
similarly zoned Light Industrial land. The land is also covered by a Buffer Overlay.
Land towards the west of the site is designated as Significant Agricultural land. The nearest
general residential land is located approximately 2 kilometres to the south-west, with a Rural
Living Zone approximately 1 kilometre to the south. This siting influences the applicable
planning codes and requirements under the Scheme.
Many Planning Scheme requirements do not apply to the proposal due to its distance from
residential areas but there are a number of mandatory Code requirements applicable to the
proposal including Parking and Access, Stormwater Management and Airport Buffer.
4.0 Zone Controls – Light Industrial Zone
4.1 Use of Land
Use of the land for ‘Storage’ as defined in the Planning Scheme is a Permitted use in the Light
Industrial Zone and requires planning permission. The development of the site with nine (9)
small warehouse units for ‘Storage’ is consistent with the Light Industrial zone objectives. The
development would utilise available industrial land which is appropriately located near an
existing aerodrome and well removed from residential land uses – both general and rural living.
No off-site amenity impacts would be generated by the generally benign use of the land for
Storage.
The site’s remoteness from residential land uses negates the application of a number of use
standards under the zone provisions related to noise, hours of operation and the like.
4.2 Development of Land
4.2.1 Clause 24.4 Development Standards for Buildings and Works
The proposed warehouse development would meet specified development standards for most
of the clauses under umbrella Clause 24.2 as outlined below. Where acceptable solutions have
not been achieved, an assessment of performance criteria is provided.
Clause 24.4.1 Building Height
Clause 24.4.1 Building Height
Response
A1 Building height must be no more than: 9 m.
Building height would be a maximum of 7.0m.
A2
Building height within 10 m of a residential zone must be no more than 8.5 m.
The site is not within 10m of a residential zone but would nevertheless meet this requirement.
Clause 24.4.2 Setback
The objective of this Clause is to ensure that building setback contributes positively to the
streetscape and does not result in unreasonable impact on residential amenity of land in a
residential zone.
Whilst the rear setback solution would be achieved, the proposed warehouses would be built
to both side boundaries which does not meet side setback solutions. Assessment against
specified performance criteria under Clause 24.4.2 (P3) indicates a satisfactory outcome can
be achieved, as outlined below.
Clause 24.4.2 Setback
Response
A1
Building setback from frontage must be
parallel to the frontage and must be no less
than:
10 m from the frontage.
A 10m setback is achieved.
A2 Building setback from a residential zone must be no less than: (a) 10 m; (b) half the height of the wall, whichever is the greater.
Not applicable, the site does not abut a residential zone.
A3 A building must be setback a minimum of 3m to side and rear boundaries.
A 3m setback from the rear boundary was achieved. As a 3m setback from side boundaries was not achieved, performance criteria were applied. See the response to Performance Criteria below.
P3
Clause 24.4.2 Setback
Performance Criteria
Response
A building must be set back sufficiently from a side or rear boundary frontage to enhance the streetscape, provide adequate space for vehicle access, parking, maintenance access and landscaping and help to attenuate site impacts, taking into account:
(a) The site’s area and dimensions and proportionate intrusion.
The site dimensions are generous and allow for an efficient layout with car parking and vehicular access through the central spine of the allotment and warehouses arranged on either side. A wall on each side boundary would allow adjoining developments a similar type of construction but would not affect a 3 metre wide landscaping strip should that be the choice of adjoining properties as the sites have predominant northern orientation. The rear setbacks would be achieved.
(b) Compatibility with buildings on adjacent lots in the streetscape
The area is not yet intensively developed but as far as can be ascertained, a number of similar developments (with zero side setbacks) have been approved for
the neighbourhood. Side boundary-to-boundary design for multi-unit industrial development is generally compatible with most industrial development. The minimisation of side setbacks where units back on to the side boundaries limits scope for unsightly storage at the rear (side) and lack of maintenance. The minimisation of the side setbacks also allows for a more generous parking area and efficient use of the site.
(c) Compatibility with setback on the adjoining lot and whether the reduction would leave inadequate space between the buildings for a landscaped buffer to enhance the appearance of the area.
See (a) above. The generous landscaping theme for the frontage and the installation of landscaping outstands in the car park would ensure a landscaped appearance of the proposed development.
(d) The setback on the opposite side of the site and whether the reduction will be offset by landscaping on that side.
Both side setbacks would have zero setback which would be offset with landscaping in the car park.
(e) Whether the height and length of the wall are low or short enough to ensure there is minimal impact on the amenity of the adjoining lot including unreasonable overshadowing of any landscaped buffer strips.
The orientation of the allotments on each side of the subject land would allow for access to northern light. Morning shadowing on the western abutting allotment and afternoon shading on the eastern abutting allotment would have minimal overall impact.
Clause 24.4.3 Design
Clause 24.4.3 Design seeks a positive contribution to the streetscape as well as the amenity
and safety of the public. All of the acceptable design solutions have been met other than (c)
and (d) as the specified percentage is not achieved. However, the performance criteria have
been addressed to ensure an enhanced presentation of the built form to the streetscape
Clause 24.4.3 Design
Acceptable Solutions
Response
A1
Building design must comply with all of the following:
(a) provide the main pedestrian entrance to the building so that it is clearly visible from the road or publicly accessible areas on the site;
There would be nine warehouses units. Main building entrances would be either clearly visible from the road or the central accessway which is publically accessible.
(b) For new building or alterations to an existing facade provide windows and door openings at ground floor level in the front façade no less than 40% of the surface area of the ground floor level facade
The 40% minimum was not able to be achieved so performance criteria were applied. See the response to Performance Criteria below.
Clause 24.4.3 Design
Performance Criteria
P1
(b)
Provide windows in the front façade in a way that enhances the streetscape and provides for passive surveillance of public spaces.
Whilst the 40% solution would technically not be achieved, the window and glass door openings would be well placed within the front façade. The design allows for the windows and doors to wrap around the corner of the building so that windows and doors dominate the corners of the front warehouses, providing surveillance for both the frontage and the central car park. This is a better design outcome than achieving glazing for 40% of the ground level of the front façade (which is actually the side of the warehouse). The perspective excerpt below (from the plan set) demonstrates this 3-D presentation. The design also allows for passive surveillance from internal office space, upper level storage as well as the warehouse space over both the street as well as the car park and entry.
(c) for new building or alterations to an existing facade ensure any single expanse of blank wall in the ground level front façade and facades facing other public spaces is not greater than 50% of the length of the facade;
The ground level blank wall is marginally greater than the 50% requirement (at 53%) so a response to performance criteria is provided below.
P1
(c)
Treat very large expanses of blank wall in the front façade and facing other public space boundaries with architectural detail or public art so as to contribute positively to the streetscape and public space;
The expanse of wall is only 9.3m long and framed by windows at either end as well as an orange coloured band above. These features provide sufficient articulation to avoid vacuity. They balance the strong geometrical design of the articulation which is represented in vertical window forms as well as horizontal bands, frames and canopies and in contrasting colours. The presentation of the façade to the street would be more than appropriate in the context of the design proposed.
(d) screen mechanical plant and miscellaneous equipment such as heat pumps, air conditioning units, switchboards, hot water units or similar from view from the street and other public spaces;
All plant and equipment would be screened from view.
(e) incorporate roof-top service infrastructure, including service plants and lift structures, within the design of the roof
No roof top service infrastructure is proposed.
(f) provide awnings over the public footpath if existing on the site or on adjoining lots;
Not applicable
(g) not include security shutters over windows or doors with a frontage to a street or public place
No security shutters are proposed
(h) walls are clad in muted colours Walls would be clad in pale grey with dark trims other than a horizontal orange strip for articulation.
A2 Walls of a building on land adjoining a residential zone must comply with all of the following:
Relates to walls of a building on land adjoining a residential zone so is not applicable
(a) Be coloured using colours with a light reflectance value of not greater than 40 percent;
(b) If within 50m of a residential zone, must not have openings in walls facing the residential zone, unless the line of sight to the building is blocked by another building.
Clause 24.4.4 Passive Surveillance
Clause 24.4.4 Passive Surveillance seeks to ensure that building design provides for the
safety of the public. All planning scheme solutions to achieve this can be met as outlined
below.
Clause 24.4.4 Passive Surveillance
Response
A1
Building design must comply with all of the following:
(a) provide the main pedestrian entrance to the building so that it is clearly visible from the road or publicly accessible areas on the site;
Main building entrances would be either clearly visible from the road or the central accessway which is publically accessible.
(b) for new buildings or alterations to an existing facade provide windows and door openings at ground floor level in the front façade which amount to no less than 20 % of the surface area of the ground floor level facade;
Windows and door opening would have windows and door openings at ground floor level which amount to no less than 20% of the surface area of the ground level façade.
(c) for new buildings or alterations to an existing facade provide windows and door openings at ground floor level in the façade of any wall which faces a public space or a car park which amount to no less than 10 % of the surface area of the ground floor level facade;
Not applicable
(d) avoid creating entrapment spaces around the building site, such as concealed alcoves near public spaces;
No entrapment spaces would be created that are near the public realm.
(e) provide external lighting to illuminate car parking areas and pathways;
External lighting would be provided for each warehouse to illuminate entries as well as parking areas.
(f) Provide well-lit public access at the ground floor level from any external car park.
See (e) above.
Clause 24.4.5 Landscaping
Clause 24.4.5 Landscaping seeks to achieve safe and attractive landscaping treatment that
enhances the appearance of a site and if relevant provides a visual break from land in a
residential zone.
Clause 24.4.5 Landscaping
Response
A1
Landscaping must be provided along the frontage of a site (except) where access is provided) unless the building has nil setback to frontage.
Landscaping is provided within the front setback area as required.
A2 Along a boundary with a residential zone landscaping must be provided for a depth no less than: 10m
Not applicable – the site does not share a boundary with a residential zone.
Clause 24.4.6 Outdoor Storage Areas
Clause 24.4.6 Outdoor Storage Areas seeks to ensure that outdoor storage areas for non-
residential use do not detract from the appearance of the site or the locality.
Clause 24.4.6 Outdoor Storage Areas
Response
A1
Outdoor storage areas for non-residential uses must comply with all of the following:
(a) Be located behind the building line All outdoor storage would be located behind the building line.
(b) All goods and materials stored must be screened from public view.
No units would have space for outdoor storage. Two service yards at the rear of the site would have outdoor storage areas that would be screened behind the building line and fenced from public view.
(c) Not encroach upon car parking areas, driveways or landscaped areas.
No outdoor storage areas would encroach on parking, accessway or landscaped areas.
Clause 24.4.7 Fencing
Clause 24.4.7 Fencing seeks to ensure that fencing does not detract from the appearance of
the site or the locality and provides for passive surveillance.
Clause 24.4.7 Fencing
Response
A1
Fencing must comply with all of the following:
(a) Fences walls and gates of greater height than 2.1m must not be erected within 10m of the frontage.
No front fencing is proposed.
(b) Fences along a frontage must be at least 50% transparent above a height of 1.2m.
No fencing along the frontage is proposed.
(c) Height of fences along a common boundary with land in a residential zone must be no more than 2.1m and must not contain barbed wire.
Not applicable.
5.0 Codes
Codes relevant to this application include the Parking and Access Code, Stormwater
Management Code and Airport Buffer Code. The requirements of these codes as they
pertain to the application are outlined below.
5.1 Code E6 Parking and Access Code
5.1.1 Use Standards
E6.6.1 Number of Car Parking Spaces
A total of twenty-five (25) car parking spaces are proposed to service the nine (9)
warehouse units proposed for the site. Parking designed for disability access and
motorcycles is also incorporated.
The car parking rate is based on assessable floor space for use of the land for Storage
in accordance with Table E6.1 Number of Car Parking Spaces Required. This allows
for one (1) car parking space per 100m² plus 1 per 40m² for ancillary office, which is
proposed on the ground floor of each unit. The Code definition of Gross Floor Area,
which allows for the exclusion of stairs and loading bays for the purpose of car parking
calculations, has been applied to the car parking calculation. Each warehouse unit has
6m² of stairs and 27m² of loading bay, which have been discounted from the total floor
space to represent the Gross Floor Area. On that basis, adding the total spaces per
100m² for Storage (19 spaces) and the total for the ancillary office component (4
spaces), a total of 23 car parking spaces would be required, which is in accordance with
the acceptable solution under the Code.
On that basis, there would be sufficient car parking to meet the reasonable needs of all
users of the development. The additional two car parking spaces proposed allows some
flexibility for potential future land use changes as well introducing a balance of dedicated
and shared on-site car parking to deal with potential competing car parking demand on
the site.
E6.6.1 Number of Car Parking Spaces
Response
A1
The number of onsite car parking spaces must be:
(a) No less than the number specified in Table E6.1 except if:
At the specified rate for Storage (one (1) car parking space per 100m² plus 1 per 40m² for ancillary office) a total of 23 car parking spaces would be required.
(i) The site is subject to a parking plan for the area adopted by Council, in which case parking provision (spaces or cash-in-lieu) must be in accordance with that plan.
Not applicable
E6.6.2 Number of Accessible Car Parking Spaces for People with a
Disability
The proposed development would provide sufficient accessible car parking for people
with a disability. On that basis, they would be highly visible as well as being accessible.
E6.6.2 Number of Accessible Car Parking Spaces for People with a Disability
Response
A1
Car parking spaces provided for people with a disability must:
(a) Satisfy the relevant provisions of the Building Code of Australia
The disability car parking spaces would satisfy the relevant provisions of the Building Code of Australia.
(b) Be incorporated into the overall car park design
One disabled car parking space is proposed and would be appropriately incorporated into the car park design, being located in a highly visible location close to the frontage of the site.
(c) Be located as close as practicable to the building entrance
As more than one building is proposed for the site (one on each side of the site) the location of disability parking towards the front of the buildings is an acceptable solution in context with the requirement for a location near building entrances.
E6.6.3 Number of Motorcycle Parking Spaces
The Code seeks to ensure enough motorcycle parking is provided to meet the needs of likely
users of a use or development.
E6.6.3 Number of Motorcycle Parking
Spaces
Response
A1
The number of on-site motorcycle parking spaces provided must be at a rate of 1 space to each 20 car parking spaces after the first 19 car parking spaces except if bulky goods sales, (rounded to the nearest whole number). Where an existing use or development is extended or intensified, the additional number of motorcycle parking spaces provided must be calculated on the amount of extension or intensification, provided the existing number of motorcycle parking spaces is not reduced.
One motorcycle parking space has been incorporated into the development as required.
E6.6.4 Number of Bicycle Parking Spaces
It is acknowledged that the number of on-site bicycle parking spaces to be provided for
a development must not be less than the number specified in Table E6.2. The proposed
use of the land for Storage is listed under “All other use classes” which specifies no
bicycle parking requirement. No bicycle parking is consequently required or provided
for the development.
5.1.2 Development Standards
The Development Standards under this clause of the planning scheme cover vehicle access,
design of vehicular passing areas, on-site turning, layout of parking areas, surface treatment,
landscaping and lighting.
The development proposed includes a central parking area with a generous 9.0 metre wide
access that would allow for ease of use by cars and commercial vehicles consistent with
Australian Standards and the development standards of the clause as outlined below.
E6.7.1 Number of Vehicular Accesses
This clause seeks to ensure safe and efficient access is provided by minimising the
number of vehicle access points and the loss of on-street car parking spaces. Vehicle
access points are also required to have limited amenity impact.
E6.7.1 Number of Vehicular Accesses
Response
A1
The number of vehicle access points provided for each road frontage must be no more than 1 or the existing number of vehicle access points, whichever is the greater.
Only one access point is proposed.
E6.7.2 Design of Vehicular Accesses
This clause seeks to ensure safe and efficient access for all users, including drivers,
passengers, pedestrians and cyclists by locating, designing and constructing vehicle access
points safely relative to the road network.
E6.7.2 Design of Vehicular Accesses
Response
A1
Design of vehicle access points must comply with all of the following:
(a) In the case of non-commercial vehicle access; the location, sight distance, width and gradient of an access must be designed and constructed to comply with section 3 “Access Facilities to Off-Street Parking Areas and Queuing Areas of AS/NZS 2890.1 – 2004 Parking facilities Part 1: Off-street car parking.
The non-commercial vehicle access requirements of the Australian Standards would be met.
(b) In the case of commercial vehicle access: the location, sight distance, geometry and gradient of an access must be designed and constructed to comply with all access and driveway provisions in section 3 “Access Driveways and Circulation Roadways” of AS2890.2 – 2002 Parking facilities Part 2: Off-street commercial vehicle facilities.
The commercial vehicle access requirements of the Australian Standards would be met.
E6.7.3 Vehicular Passing Areas Along an Access
This clause seeks to ensure the design and location of access and parking areas creates a
safe environment for all users and does not adversely impact on the road network.
E6.7.3 Vehicular Passing Areas Along
an Access
Response
A1
Vehicular passing areas must:
(a) Be provided if any of the following applies to an access:
The accessway would be 9m wide and the crossover 8m wide. These dimensions meet the overall requirements outlined below. The accessway is therefore 2-way for entire length and no additional passing areas are required.
(i) It serves more than 5 car parking spaces; The accessway serves 23 car parking spaces plus informal car parking spaces.
(ii) Is more than 30m long; The accessway is more than 30m long.
(iii) It meets a road serving more than 6000 vehicles per day.
Not applicable
(b) Be 6m long, 5.5m wide and taper to the width of the driveway.
See response to (a) above
(c) Have the first passing area constructed at the kerb;
See response to (a) above
(d) Be at intervals of no more than 30m long along the access.
See response to (a) above
E6.7.4 On-site Turning
This clause seeks to ensure safe, efficient and convenient access for all users, including
drivers, passengers, pedestrians and cyclists, by generally requiring vehicles to enter and exit
in a forwards direction.
E6.7.4 On-site Turning
Response
A1
On site turning must be provided to enable vehicles to exit a site in a forward direction, except where the access complies with any of the following:
(a) It serves no more than two dwelling units. Not applicable
(b) It meets a road serving more than 6000 vehicles per day.
Not applicable
E6.7.5 Layout of Parking Areas
This clause seeks to ensure that parking areas for cars (including assessable parking spaces),
motorcycles and bicycles are located, designed and constructed to enable safe, easy and
efficient use.
E6.7.5 Layout of Parking Areas
Response
A1
The layout of car parking spaces, access aisles, circulation roadways and ramps must be designed and constructed to comply with section 2 “Design of Parking Modules, Circulation Roadways and Ramps” of AS/NZS 2890.1:2004 Parking Facilities Part 1: Off-street car parking and must have sufficient headroom to comply with clause 5.3 “Headroom” of the same Standard.
The car park and accessway layout has been designed in accordance with Australian Standards.
E6.7.6 Surface Treatment of Parking Areas
This clause seeks to ensure parking spaces and vehicle circulation roadways do not detract
from the amenity of users, adjoining occupiers or the environment by preventing dust, mud
and sediment transport.
E6.7.6 Surface Treatment of Parking
Areas
Response
A1
Parking spaces and vehicle circulation roadways must be in accordance with all of the following:
(a) Paved or treated with an all-weather pavement where within 75m of a property boundary or a sealed roadway.
The parking areas would be fully treated with an all-weather sealed surface.
(b) Drained to an approved stormwater system. The parking areas would be drained to an approved stormwater system (refer plan set)
Provided that the standard of paving and drainage complies with the adopted standards of the Council.
E6.7.7 Lighting of Parking Areas
This clause seeks to ensure parking and vehicle paths used outside daylight hours are
provided with appropriate lighting that enables efficient use, promotes safety, minimises
potential crime and avoids light spill.
E6.7.7 Lighting of Parking Areas
Response
A1
Parking and vehicle circulation roadways and pedestrian paths serving 5 or more car parking spaces, used outside daylight hours, must be provided with lighting in accordance with clause 3.1 “Basis of Design” and clause 3.6 “Car Parks” in AS/NZS 1158.3.1:2005 Lighting for roads and public spaces Part 3.1: Pedestrian area (Category P) lighting.
Lighting for parking and circulation areas would be in accordance with the requirements of Australian Standards.
E6.7.8 Landscaping of Parking Areas
This clause seeks to ensure parking areas are landscaped to soften visual impact and
amenity.
E6.7.8 Landscaping of Parking Areas
Response
A1
Landscaping of parking and circulation areas must be provided where more than 5 car parking spaces are proposed. This landscaping must be no less than 5 percent of the area of the car park, except in the Central Business Zone where no landscaping is required.
Landscaping of the car park would achieve 5% of the area of the car park, which equates to approximately 26m². This is provided in the landscaping beds at the end of the driveway and the landscaping within the front setback.
E6.7.13 Facilities for Commercial Vehicles
This clause seeks to ensure that facilities for commercial vehicles are provided on site, as
appropriate.
E6.7.13 Facilities for Commercial
Vehicles
Response
A1
Commercial vehicle facilities for loading, unloading or manoeuvring must be provided on-site in accordance with Australian Standard for Off-street Parking, Part 2 : Commercial. Vehicle Facilities AS 2890.2:2002, unless:
Loading facilities have been provided in accordance with Australian Standards.
(a) The delivery of all inward bound goods is by a single person from a vehicle parked in a dedicated loading zone within 50 m of the site;
All warehouses would be provided with individual loading bays.
(b) The use is not primarily dependent on the outward delivery of goods from the site.
Individual loading bays are proposed due to the proposed use of the land for Storage
E6.7.14 Access to a Road
This clause seeks to ensure access to a road is provided appropriately.
E6.7.14 Access to a Road
Response
A1
Access to a road must be in accordance with the requirements of the road authority.
The proposed access to the road has been designed in accordance
with Authority standards.
5.2 Code E7 Stormwater Management Code
5.2.1 E7.7 Development Standards
E7.7.1 Stormwater Drainage and Disposal
This clause seeks to ensure that stormwater quality and quantity is managed appropriately.
E7.7.1 Stormwater Drainage and
Disposal
Response
A1
Stormwater from new impervious surfaces must be disposed of by gravity to public stormwater infrastructure.
The layout of the stormwater system on the site is shown on submitted plans and demonstrates that stormwater will be directed to public infrastructure via gravity.
A2 A stormwater system for a new development must incorporate water sensitive urban design principles R1 for the treatment and disposal of stormwater if any of the following apply:
The stormwater system will incorporate the relevant requirements – refer to submitted plans for detail.
(a) The size of the new impervious area is more than 600m²
See above.
(b) New car parking is provided for more than 6 cars
See above
(c) A subdivision is for more than 5 lots Not applicable
A3 A minor stormwater drainage system must be designed to comply with all of the following:
(a) Be able to accommodate a storm with an ARI of 20 years in the case of non-industrial zoned land and an ARI of 50 years in the case of industrial zoned land, when the land serviced by the system is fully developed.
The stormwater system has been designed to accommodate a storm with an ARI of 50 years.
(b) Stormwater runoff will be no greater than pre-existing runoff or any increase can be accommodated within existing or upgraded public stormwater infrastructure.
The stormwater system has been designed so that pre-existing runoff levels are achieved.
A4 A major stormwater drainage system must be designed to accommodate a storm with an ARI of 100 years.
The stormwater system has been designed to accommodate a storm with an ARI of 100 years.
5.3 Code E25 Airport Buffer Code
This code applies to all use and development within the defined Airport Buffer. The subject land is
within the Airport Buffer.
E25.3.2 All Development
This clause seeks to ensure that buildings do not interfere with safe aircraft operations in the
vicinity of the airport.
E25.3.2 All Development
Response
A1
Development has a maximum height of 15m above natural ground level or 48m AHD, whichever is the lesser.
The development would have a maximum height of 7.0m
6.0 Conclusion
The proposed use and development of nine warehouses for storage meets most of the solution
based requirements of the Planning Scheme. In the few instances where acceptable solutions
have not been met, the proposal has been able to achieve specified performance standards.
The development is well designed in a manner that would make a positive contribution to the
streetscape. The open frontage and central parking spine would allow for the containment of
car parking within the development but also allow for a high level of public amenity and safety.
The proposed use and development is generally in accordance with the planning themes for
Cambridge under the Planning Scheme and demonstrates a low level of reliance on
performance criteria. On that basis, it is requested that the planning authority support the
application as submitted.
Should you require more information please do not hesitate to contact me,
Kind Regards,