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Proposed Development Plans_59-61 Betula Avenue, Vermont

Page 1

GROSS AREAS :

NETT AREAS :

WAREHOUSE 1

WAREHOUSE 2

WAREHOUSE 3

WAREHOUSE 4

WAREHOUSE 5

WAREHOUSE 1

WAREHOUSE 2

WAREHOUSE 3

WAREHOUSE 4

WAREHOUSE 5

GROUND FLOOR: 112.28sqm MEZZANINE OFFICE: 38.71sqm

GROUND FLOOR: 97.07sqm MEZZANINE OFFICE: 45.68sqm

GROUND FLOOR: 102.64sqm MEZZANINE OFFICE: 41.70sqm

GROUND FLOOR: 97.40sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 72.24sqm MEZZANINE OFFICE: 30.05sqm

GROUND FLOOR: 58.00sqm MEZZANINE OFFICE: 35.93sqm

GROUND FLOOR: 63.17sqm MEZZANINE OFFICE: 32.69sqm

GROUND FLOOR: 58.40sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 58.40sqm MEZZANINE OFFICE: 31.87sqm

WAREHOUSE 6

WAREHOUSE 7

WAREHOUSE 8

WAREHOUSE 9

WAREHOUSE 10

WAREHOUSE 6

WAREHOUSE 7

WAREHOUSE 8

WAREHOUSE 9

WAREHOUSE 10

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 58.40sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

GROUND FLOOR: 58.39sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 58.39sqm MEZZANINE OFFICE: 31.87sqm

WAREHOUSE 11

WAREHOUSE 12

WAREHOUSE 13

WAREHOUSE 14

WAREHOUSE 15

WAREHOUSE 11

WAREHOUSE 12

WAREHOUSE 13

WAREHOUSE 14

WAREHOUSE 15

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 90.87sqm MEZZANINE OFFICE: 37.48sqm

GROUND FLOOR: 90.87sqm MEZZANINE OFFICE: 37.48sqm

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

GROUND FLOOR: 59.22sqm MEZZANINE OFFICE: 28.80sqm

GROUND FLOOR: 59.22sqm MEZZANINE OFFICE: 28.80sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

WAREHOUSE 16

WAREHOUSE 17

WAREHOUSE 18

WAREHOUSE 19

WAREHOUSE 20

WAREHOUSE 16

WAREHOUSE 17

WAREHOUSE 18

WAREHOUSE 19

WAREHOUSE 20

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 82.37sqm MEZZANINE OFFICE: 37.75sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

GROUND FLOOR: 58.22sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 58.22sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

GROUND FLOOR: 45.63sqm MEZZANINE OFFICE: 35.22sqm

WAREHOUSE 21

WAREHOUSE 22

WAREHOUSE 23

WAREHOUSE 24

WAREHOUSE 25

WAREHOUSE 21

WAREHOUSE 22

WAREHOUSE 23

WAREHOUSE 24

WAREHOUSE 25

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 97.31sqm MEZZANINE OFFICE: 40.63sqm

GROUND FLOOR: 102.06sqm MEZZANINE OFFICE: 46.58sqm

GROUND FLOOR: 113.44sqm MEZZANINE OFFICE: 40.97sqm

GROUND FLOOR: 58.40sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 58.40sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 58.40sqm MEZZANINE OFFICE: 31.87sqm

GROUND FLOOR: 62.79sqm MEZZANINE OFFICE: 37.25sqm

GROUND FLOOR: 73.45sqm MEZZANINE OFFICE: 31.87sqm

WAREHOUSE 26

EXISTING BUILDING

PROPOSED RESIDENTIAL LOT

WAREHOUSE 26

GROUND FLOOR: 128.67sqm MEZZANINE OFFICE: 40.97sqm

GROUND FLOOR:

SITE AREA:

GROUND FLOOR: 88.30sqm MEZZANINE OFFICE: 31.87sqm

1,558.61sqm

1,558.61sqm

TOTAL AREA: TOTAL PROPOSED GROSS GROUND FLOOR AREAS : 2,470.05sqm TOTAL PROPOSED GROSS FIRST FLOOR AREAS

: 1,037.87sqm

TOTAL EXISTING GROSS AREAS

: 1,558.61sqm

TOTAL PROPOSED GROSS FLOOR AREAS

: 3,507.92sqm

LESS WALLS/LOADING BAYS/STAIRCASES

: 1,165.15sqm

CARS

TOTAL NET FLOOR AREAS

: 2,342.77sqm

CAR SPACES PROVIDED FOR PROPOSED WAREHOUSEs = 66 CAR SPACES (INCLUDING 1 DISABLED CAR SPACES)

6400

IC FF

3.6

AREA:128.67sq.m

E

FIC

L L

L L

OF

L L

WASTE & RECYCLING

NETT AREA:59.22sq.m

L L

OF FIC

E AB WASTE & OV E RECYCLING

E OV

L L

E FIC OF

L L

L L

WASTE & RECYCLING

FFL:125.00

FFL:125.00

L L

L L

FFL: 124.90

NETT AREA:45.63sq.m

OF F

IC

WASTE & RECYCLING

E

NETT AREA:45.63sq.m

AB

OV E

E

L L

L L

FIC OF

AB

E OV

WASTE & RECYCLING

LOADING BAY 7.6X3.6

OF

VE

LOADING BAY 7.6X3.6

BO

FIC

EA

EA

VE

FIC

W 22

W 23

AREA:97.31sq.m

AREA:97.31sq.m

W 24

FFL:124.80 NETT AREA:58.40sq.m

FFL: 124.80G18 NETT AREA:58.40sq.m

FFL: 124.70

AREA:102.06sq.m

L L

L L

NETT AREA:58.40sq.m WASTE & RECYCLING G18

FFL:124.20 NETT AREA:73.45sq.m

LOADING BAY 7.6X3.6

W 21

WASTE & RECYCLING G18

AREA:113.44sq.m

124

.0

AREA:97.31sq.m WASTE & RECYCLING

6500

FFL:124.20 NETT AREA:62.79sq.m

L L

WASTE & RECYCLING

W 25

7500

BO

OF

VE FIC

AREA:82.37sq.m

NETT AREA:58.22sq.m

WASTE & RECYCLING

EA

BO

W 18 AREA:97.31sq.m

WASTE & RECYCLING

AREA:82.37sq.m

FFL:125.00

W 17 AREA:97.31sq.m NETT AREA:58.22sq.m

AB

W 20

OF

E OV

WASTE & RECYCLING

NETT AREA:45.63sq.m

ICE

AB

NETT AREA:59.22sq.m

WASTE & RECYCLING

FFL:125.00

NETT AREA:45.63sq.m

OF F

VE EA BO FIC

FFL:125.00

FFL:125.00

FFL:125.00

W 19

LOADING BAY 7.6X3.6

VE

L L

FIC E AB WASTE & OV E RECYCLING

W 14 AREA:90.87sq.m

AREA:82.37sq.m

LOADING BAY 7.6X3.6

O

WASTE & RECYCLING

E OV AB

W 13 AREA:90.87sq.m

AREA:82.37sq.m

LOADING BAY 7.6X3.6

AB

NETT AREA:58.39sq.m

WASTE & RECYCLING

OF

OF

VE BO EA FIC

OF

OF

VE BO FIC EA

O VE AB E O FF IC

NETT AREA:45.63sq.m

W 16

LOADING BAY 7.6X3.6

L L

WASTE & RECYCLING

L L

2988

97~44'2 0 25.425 "

FFL:125.00

NETT AREA:45.63sq.m

W 15

LOADING BAY 7.6X3.6

E

NETT AREA:58.39sq.m

WASTE & FFL: 124.00 RECYCLING NETT AREA:88.30sq.m

IC

WASTE & RECYCLING

FFL:125.10

LOADING BAY 7.6X3.6

3.4

W 26

FF

OF

12 LOADING BAY 7.6X3.6

O

L L

3. 2

12

WALKING LINE

VE

FIC

L L

FFL:125.10

VE O AB

B

BO EA

E

E

AREA: 82.37sq.m

LOADING BAY 7.6X3.6

12

E

66.

O

60. 13453

12768

58.

6400

6400

57.

FIC

AB OV

AREA:82.37sq.m

LOADING BAY 7.6X3.6

E

E

FFL: 125.10

3.0M TPZ

2145

7.1M TPZ

6400

6400

6400

124.

8

6400

6400

2.5M TPZ

5.8M TPZ

7M TPZ

5M TPZ

2.5M TPZ

3.1M TPZ

2.5M TPZ

2m TPZ

2m TPZ

2m TPZ

2m TPZ

2m TPZ

2m TPZ 2m TPZ

2m TPZ

2m TPZ

6400

4 x BICYCLE PARKING G19 124 .8 EXISTING TREES TO BE REMOVED

EXISTING TREES TO BE REMOVED

L L

127.71 PARA

6400

55.

B

OV

L L

FIC

WASTE & RECYCLING

E OV AB

W 10 AREA: 97.31sq.m

850

125.0

125.2

T14

G15

T16

T17

5.0

12

A

2.1m HIGH STEEL PICKET GATE GATE

PROPOSED CARRIAGEWAY EASEMENT

CONCRETE FOOTPATH

REVERSING BAY

6400

1860

2m TPZ 2m TPZ

2979

124.8

B

EXISTING FIRE HYDRANT TO BE REMOVED

EV 49.

AB

L L

OF

W9

AREA: 97.31sq.m

.0

126.31 PARA

48.

ICE

WASTE & RECYCLING

NETT AREA: 45.63sq.m

W 12

E

NETT AREA:58.40sq.m

WASTE & RECYCLING

FFL:125.00

NETT AREA: 45.63sq.m

W 11

LOADING BAY 7.6X3.6

OV

FFL:124.80

FFL:124.90

LOADING BAY 7.6X3.6

AB

FFL:124.70 NETT AREA:58.40sq.m

AREA:82.37sq.m

123

123 LOADING BAY 7.6X3.6

2.3M SRZ T2

SHIPPING CONTAINER 125.92 PARA 125.25 FENCE 127.8 TOP

No. 59-61

ICE

FFL:124.60

AREA:82.37sq.m

VE

FFL:124.40

W8

BO

AREA:97.31sq.m

W7

3m DRAINAGE EASEMENT

7135

DEAD T3

T4

9 PARA C.W PARA .M . F EN127.95 CE 126.2 8 SPOUT

PROPOSED CONCRETE DRIVEWAY & CAR PARKING

LOADING BAY 7.6X3.6

AY

LOADING BAY 7.6X3.6

EA

W6

AREA:97.31sq.m

L L

LOADING BAY 7.6X3.6

VEW

2.3M SRZ

.8

FIC

W5

AREA:97.40sq.m WASTE & RECYCLING

LOADING BAY 7.6X3.6

DRI

45.

41.

B

OF

VE

W4

AREA:102.64sq.m

NETT AREA:58.40sq.m

LOADING BAY 7.6X3.6

EN UM

T5

123.6 123.8

OF

LOADING BAY 7.6X3.6

GRASS BACK YARD

2.6M SRZ

6

40.

F OF

LOADING BAY 7.6X3.6

GALVANISED IRON SHED

W

T6

H/W

57.91 359~29'50"

GRASS BACK YARD

125.54 SPOUT

4.

35.

WALKING LINE

128.05 SPOUT

H/W

H/W

124.4

H/W

H/W

GRASS BACK YARD

GALVANISED IRON SHED

125.87 SPOUT

GRASS BACK YARD

2.6M SRZ

2.43m EASEMENTS

H/W

H/W H/W

PALINGS

124.2

124.4

BIT

H/W

H/W

H/W

W

127.57 PARA

W .0

G.I. NAIL RL 123.20 AHD

125.55 SPOUT

12

8

BO

7215

127.95 PARA

H/W

128.05 SPOUT H/W

H/W

124

T20

TBM No.4

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 51 BETULA AVENUE

SINGLE STOREY BRICK DWELLING FLAT GALVANISED IRON ROOF

WASTE & RECYCLING

6510

3m DRAINAGE & SEWERAGE EASEMENT

ELECTRICITY PIT Ø0.3m

H/W

122.8

124.2

124.6

EXISTING FIRE HYDRANT TO BE REMOVED

EXISTING TREES TO BE REMOVED

EXISTING FOOTPATH TO BE MODIFIED

31.

B

. 24

EA

L

LOADING BAY 7.6X3.6

6500

30.

25.

21.

FIC

L

NETT AREA:63.17sq.m LOADING BAY 7.6X3.6

.8

EXISTING TREES TO BE REMOVED EXISTING TREES TO BE REMOVED

128.04 SPOUT

B

F OF

LOADING BAY 7.6X3.6

W3

NETT AREA:72.24sq.m

123

DOUBLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 55 BETULA AVENUE

1

VE BO EA

6500

W1

20.

B

OF

A

125.05 FENCE TOP

124.0

12

WALKING LINE

7500

VE BO

89~20'20" 38.62

PALINGS

126.50 FENCE TOP

4.6

124.2

.4 124

FIC

E IC

PROPOSED CONCRETE DRIVEWAY & CAR PARKING

.6

123.8

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 53 BETULA AVENUE

124.4

15.

11.

OF

A

R

PA F OF

L

AREA:1558.61sq.m

EXISTING TREES TO BE REMOVED

VERANDAH 123

T21

127.08 PARA

B

0

T22

NEW TITLE BOUNDARY

127.06 PARA BRICK GARAGE

10.

B

123.90FL

EXISTING BITUMEN DRIVEWAY

P

LOADING BAY 7.6X3.6 WASTE & RECYCLING

EXISTING SINGLE STOREY BRICK & METAL CLAD FACTORY No. 12-16 TRADE PLACE

88

FFL:124.60

NETT AREA:58.00sq.m

GATE

56

T

5.

AREA:97.07sq.m

59

42

T27

REVERSING BAY

13182

W2

1.

13

25.2 278~5 2 6'20"

OFFICE ABOVE

GATE

EXISTING BITUMEN DRIVEWAY

8.

L

WASTE & RECYCLING

4m DRAINAGE EASEMENT

124.0

124.2

FFL:124.70

359~27' 79.58

G7

T9

G.I. SHED

2M SRZ

PALINGS

124.0

AREA:112.28sq.m

ELECTRICITY POLE

T11

4M SRZ

PROPOSED RESIDENTIAL LOT No. 59-61 AREA: 1177.35sq.m 123.6

124.4

L

EXISTING TREES TO BE REMOVED

1.5SRZ

POOL

5M SRZ T8

123.4

123.8

123.6 B 124.0 124.2

1. EXISTING TREES TO BE REMOVED

T28 L

EXISTING TREES TO BE REMOVED

1.5SRZ

1.5SRZ 1.5SRZ

POOL

123.

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 57 BETULA AVENUE

T23

126.58 SPOUT

MINIMUM 2.4m HIGH ACOUSTIC SCREENING (ABOVE NATURAL GROUND LEVEL) ALONG ENTIRE BOUNDARY LINE AND RETURNING TO SIDES AS SHOWN IN RED

121.94TR

2.6

EXISTING TREES TO BE REMOVED

EXISTING TREES TO T26 BE REMOVED

SPOU

G13

.0 23.8 1 124

GARAGE

.6

1.5SRZ 1.5SRZ 1.5SRZ

2.3M SRZ T10

G.I. SHED

123.4

.2 1.5SRZ 124

2M SRZ

359~17'20" 131.24

GRASS BACK YARD

123.8

.6

12 3

G.I. SHED

.4

123

G12

G.I. SHED

A

GRASS BACK YARD

G.I. SHED

123.80FL A A A R R AR PA PA P 0 .0 59 .39 0 9. 31 13 128.1 55 PARA

BRICK WAREHOUSE/OFFICE GALVANISED IRON FLAT ROOF No. 1-5 AZALEA STREET

12

VEGETATION HEDGE

123

126.22 PARA

126.25 PARA

G.I. SHED

GARAGE

GRASS BACK YARD

126.51 PARA

G.I. SHED

GARAGE

126.87 PARA

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 65 BETULA AVENUE

12

GARAGE

126.69 SPOUT

GRASS BACK YARD

SINGLE STOREY WEATHERBOARD DWELLING TILE PITCHED ROOF No. 71 BETULA AVENUE

SINGLE STOREY REND DWELLING GALVANISED IRON PITCHED ROOF No. 67 BETULA AVENUE

.0

123.2

126.71

125.75 SPOUT

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 73 BETULA AVENUE

T

SINGLE STOREY BRICK DWELLING GALVANISED IRON PITCHED ROOF No. 75 BETULA AVENUE

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 63 BETULA AVENUE

SPOU

SINGLE STOREY WEATHERBOARD DWELLING TILE PITCHED ROOF No. 77 BETULA AVENUE

123.49FL

SINGLE STOREY WEATHERBOARD DWELLING TILE PITCHED ROOF No. 81 BETULA AVENUE

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 69 BETULA AVENUE

126.49 SPOUT

SINGLE STOREY BRICK DWELLING TILE PITCHED ROOF No. 79 BETULA AVENUE

PROPOSED BAFFLED LIGHT BOLLARDS

126.67

RL 124.51 AHD

125.73 FENCE TOP 38.63 CONCRETE DRIVEWAY COVERED AREA A 269~20'20" AR

RIVET IN CONCRETE EACH WAREHOUSE TO STORE 2 BICYCLES

12 3

ELECTRICITY POLE

TBM No.3

B

122.8

T25

12 1.8

122.29TR 12

ELECTRICITY POLE

PROPOSED TREES AND VEGETATION

123 .0

RIVET IN PATH RL 121.99 AHD

CONCRETE FOOTPATH 122.4

WATER METER

TBM No.1

TELSTRA PIT

122.8

CONCRETE CROSSING 122.2

12

T1

1. 6

RL 124.37 AHD

EXISTING TREES

CONCRETE 122.4 CROSSING

2.0

RIVET IN CONCRETE

359~20'20" 30.48

122.0

TBM No.5

12

NOTE: ALL PLANT AND EQUIPMENT TO BE SCREENED

120 LTR WASTE AND 120 LTR RECYCLING BINS

AVENUE TELSTRA PIT

2 X LOCKERS

12 ELECTRICITY POLE 2.2 WITH LIGHT

ELECTRICITY POLE

LEGEND L L

BETULA

RIVET IN PATH RL 122.60 AHD

6.0M TPZ

TBM No.2

= 21 CAR SPACES

2.6M SRZ

CAR SPACES PROVIDED FOR EXISTING WAREHOUSE

DOUBLE STOREY CONCRETE PANEL BUILDING No. 16 TRADE PLACE DOUBLE STOREY CONCRETE PANEL BUILDING

EXISTING SEWER PIPE

EXISTING NEIGHBOURING TREES TO BE REMOVED WITH NEIGHBOURS WRITTEN CONSENT

DOUBLE STOREY CONCRETE PANEL BUILDING

133.34 PARA

B

359~29'20" 220.12 (SURVEY) 220.08 (TITLE)

EXISTING STORMWATER PIPE

EXISTING FENCE TO BE REMOVED

12

132.86 PARA

4.2

DOUBLE STOREY CONCRETE PANEL BUILDING

DOUBLE STOREY CONCRETE PANEL BUILDING

7000

DIRECTIONAL SIGNAGE TO PROPOSED DEVELOPMENT

4000

B DRAINAGE EASEMENT

EXISTING CROSSOVER TO BE REMOVED AND NATURE STRIP RE-INSTATED

EXISTING CONCRETE CROSSOVER

2.1m HIGH STEEL PICKET FENCE & GATE

TRADE

GATE PROPOSED CONCRETE CROSSOVER

E.J. Grech & Associates Pty Ltd EXISTING CONCRETE CROSSOVER

STREET TREE TO BE REMOVED

23 Railway Road Blackburn 3130 www.ejgrech.com.au

SMP REQUIREMENTS

PLACE

-

Entire roof catchment area to be diverted to the rainwater tanks. Total effective capacity of 26,000L for the development.

-

Water tanks to be connected to all toilets

-

100% of concrete driveway to flow into Spel storm sacks and hydrosystem

-

The use of native or drought tolerant species for landscaped area. Watering will not be required after an initial period when plants are getting established.

-

The maximum illumination power density (W/m2) of the development will meet NCC 2019 requirements in by the use of LED throughout the development.

-

Lighting sensors for external lighting (motion detectors, timers etc.)

-

2kw Solar PV system on each warehouse roofs.

-

Fossil-fuel free development

-

Translucent roof sheet with minimum 50% VLT in warehouse (10% of roof area)

-

Commitment to Outside Air Fan in office providing O/A rates 100% above minimum from AS1668 or O/A provision to ensure CO2 concentration remains below 800ppm 0.7m0.7m slylights for mezzanine level office for 7,8,1,12,15,16,19,20 Glazing to improve daytime performance by maximising VLT targeting 40%

-

DATE:

AMENDMENT:

8/3/24

COUNCIL RFI

25/6/24

COUNCIL RFI - 2 X SECTIONS

Transport 1 shower and two lockers in each unit PROJECT: -

Bike space location for employees (2 space for each warehouse)

-

1 electric vehicle charging infrastructure provision (level 2 - 32 amp)

PROPOSED WAREHOUSE DEVELOPMENT

AT: 59-61 BETULA AVENUE, & 12-16 TRADE PLACE, VERMONT FOR : Sterck and Sakereasen Project MELWAY REF:

N

S

DRIVEWAY SPLAYS ALL STRUCTURES INCLUDING LETTERBOXES, METER BOXES, FENCES AND RETAINING WALLS AND LANDSCAPING LOCATED WITHIN THE 2MX2.5M SPLAYED AREA ADJACENT TO THE DRIVEWAY ENTRANCE MUST HAVE A MAXIMUM HEIGHT OF 900MM

Exceeding Section J energy efficiency requirements of NCC 2019. -10% improvement on floor and ceiling insulation level requirements from NCC 2019 -heating and cooling system to be chosen within one star of the best available product in the range at the time of purchase or COP/EER 85% or better than most efficent equivalent capacity unit available if no star rating is available. -Water heating system to be chosen within one star of the best available product in the range at the time of purchase or 85% or better than most efficient equivalent capacity unti available if no star rating is available Alternatively, prior to the building construction stage of the project, energy modelling will occur with the aim of exceeding the requirement of NCC 2019, using a NCC JV3 modelling process.

Indoor Environment Quality

W

Water Fixtures: Kitchen Taps >= 5 Star Wells Bathroom Taps >= 5 Star Wells WC >= 4 Star Wells Shower Head>= 4 Star Wells Dishwashers >= 5 Star Wells

DATE:

SHEET:

E

SCALE : 1:300@A0

Energy Efficiency -

Water & Stormwater Management

PROPOSED SITE AND GROUND FLOOR PLAN

Ph - 9878 3500 Fax- 9894 4425

DRAWN:

JUNE 24

1

OF

A.M

SCALE:

6

1:300@A0

REFERENCE NO:

1723-B


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Proposed Development Plans_59-61 Betula Avenue, Vermont by CVA Property Consultants - Issuu