development application · 2020. 9. 28. · development application pdplanpmtd-2020/011521...

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.

mailto:[email protected]

http://www.ccc.tas.gov.au/

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


date

job number

scale

checked

designed

drawn

revision

drawing number



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 &


date

job number

scale

checked

designed

drawn

revision

drawing number





J.W.H.

J.W.H.

1:200 @ A1

14/09/2020

Ø15

0 uP

VC sn

16 S

EWER

MAI

N



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


1000

015

0

1000

0


Rolle

r Doo

r40

00x5

000HWAREHOUSE 4

165m2 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.


Switchboard

Switchboard

Switchboard

Gate

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


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


canopy

Switchboarddp.

Switchboarddp.

F.F.L. 11.40

dp.

path

WIN.



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.


F.F.L. 11.40

32m2 F.F.


F.F.L. 11.20

32m2 F.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


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


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


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


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


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


EXIT

dp.ca

nopy

WIN

.

Dry Powder


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


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


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


= 176 m2= 32 m2


= 165 m2= 32 m2


= 165 m2= 32 m2


= 188 m2= 32 m2


= 185 m2= 32 m2


= 184 m2= 32 m2


= 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


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




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

.

AutoCAD SHX Text

(c) 2020 Transoft Solutions, Inc. All rights reserved.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


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





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.



150 kerb

1000

0

Bol.Bol.15

0 ke

rb

Proposed 8m wide ConcreteCrossing to the satisfaction of

the local authority.

150

kerb



1017

3


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



Leu bro

Leu bro

'lawn'

'lawn'

'lawn'

'lawn'

'lawn'

'lawn'


Bol.

Service Yard83m2 Ga

te

dp.

Bol.

Gate

Service Yard87m2

Bol.

cano

py



WAREHOUSES

WAREHOUSES

Ban mar

Ban mar





150 kerb

150 kerb

2152

1194

4900

4900

1977

1019

2300

5275

2496

2543

5125

2300






11.15

10.33

10.51

10.59

10.35

10.33

ELEVATIONS


date

job number

scale

checked

designed

drawn

revision

drawing number





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




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'



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'


Colour 'Monument'


Colour 'Monument'


Colour 'Monument'


Colour 'Monument'

F.F.L. 11.40F.F.L. 11.00F.F.L. 11.2020

0

200


EAST ELEVATION





Glazed Escape Door920x2700H Glazed Escape Door

920x2700H



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


500

2600

500

150mm R.C. Tilt-Panels toengineers design & detail.Colour 'Monument'

Security Lighting Security Lighting


NORTH ELEVATIONRetaining & backfill as required,refer to engineers design & details.

Security Lighting

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

11.60

10.89

10.96 11.22

11.35

7000

2700

700

2400

1200

500

2600

500


Colour 'Monument'

F.F.L. 11.40F.F.L. 11.20 200

ELEVATIONS


date

job number

scale

checked

designed

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revision

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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.



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'





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.


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







EAST ELEVATION


Colour 'Monument'

200

Natural Ground LineGlazed Escape Door

920x2700HAutomatic Roller Door

4000x5000HColour 'Monument'


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




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6

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10.33

11.51

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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

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51'

5544

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FIRE VALVE

CESSNA WAY

Existing Crossing to be removed tothe satisfaction of the local authority.Nature strip & path to be made good.



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MRV Loading Bay

7600x3600W

MRV Loading Bay

7600x3600W

Dry Powder


32m2 F.F.


F.F.L. 11.40

32m2 F.F.


F.F.L. 11.20

32m2 F.F.


F.F.L. 11.20

Car Parks4900x2600w



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2930

3132

3322

2324

2526

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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


date

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scale

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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

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%%ULEGEND:

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R.L. 90.45

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DP

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IO

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P#

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I.L. 89.323

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150%%C UPVC @ 1 in 100

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S.C.J.

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%%UGENERAL NOTES:

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P1

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R.L. 11.40

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S.C.J.

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PROPOSED VEHICLE CROSSING AND FOOTPATH EXTENSION IN ACCORDANCE WITH LGAT STANDARD DRAWINGS

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EXISTING CROSSOVER TO BE REMOVED AND REINSTAED WITH THE KERB AND NATURE STRIP TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY

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R.L. 11.40

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R.L. 11.00

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R.L. 11.40

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R.L. 11.40

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150%%C UPVC (CLASS SN9) @ 1:100

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150%%C UPVC (CLASS SN9) @ 1:100

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225%%C UPVC (CLASS SN9) @ 1:200 (L=19.6m)

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300%%C BLACKMAX @ 1:200 (L=17.2m)

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375%%C BLACKMAX @ 1:200 (L = 24.8m)

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I.L. 9.73

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I.L.9.85

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I.L. 9.87

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I.L. 9.96

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I.L. 9.98

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I.L. 10.08

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R.L. 11.15

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R.L. 10.95

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R.L. 10.75

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R.L. 10.33

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R.L. 11.70

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R.L. 11.90

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I.L. 9.22

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APPROX. I.L. 9.08 TO BE CONFIRMED ON SITE

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R.L. 11.90

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R.L. 12.00

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R.L. 12.08

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GRADE

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1 IN 40

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R.L. 11.80

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


date

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scale

checked

designed

drawn

revision

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STRUCTPLAN

J.W.H.

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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.


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


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


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.


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;


(d) Be at intervals of no more than 30m long along the access.


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,

development application · 2020. 9. 28. · development application pdplanpmtd-2020/011521...

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