project 4

Sheet List Sheet Number 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18

Sheet name Sheet List Overview Perspectives BCA Compliance & Safety Report Site Plan Proposed Ground Floor Plan Proposed First Floor Plan Roof plan Front Elevation and Rear Elevation Side Elevations Sections Shadow Diagram June 21st 9am Shadow Diagram June 21st 12pm Shadow Diagram June 21st 3pm Landscape Plan Landscape Details Erosion And Sediment Control/ Site Waste Management Plan Erosion And Sediment Control Notification Plan

VNdraft PTY LTD One stop & Best fee guarantee 08-May-20 11:47:04 AM Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase. This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.13A Burrawong Rd Avalon Beach NSW 2107

457545677 VBDRPS

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

Overview Perspective 1

Facade Perspective 2

Interior Perspective - Ground

Interior Perspective - First

3

4 08-May-20 11:47:08 AM

VNdraft PTY LTD Š COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 02

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Overview Perspectives

C

08.05.20

Issued for client

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...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

BCA Compliance Section a general provisions Vol. 2 part 1.3, clause 1.3.2 classifications: Class 1: One or more buildings which in association constitute (a) class 1a - a single dwelling, being (i) a detached house, or (ii) one or more attached dwellings, each being a building, separated by a fireresisting wall, including a row house, terrace house, town house or villa unit; Class 10: A non-habitable building being a private garage, carport, shed, or the like.

Section c fire separation Part 3.7.1 fire separation 3.7.1.1 Applicationcompliance with this part satisfies performance requirement p2.3.1 for fire separation.

3.7.1.2 General concession - non-combustible materials The following materials, though combustible or containing combustible fibtres, may be used wherever a noncombustible is required in the housing provisions: (a) Plasterboard, and (b) perforated gypsum lath with a normal paper finish, and (c) fibrous-plaster sheet, and (d) fibre-reinforced cement sheeting, and (e) pre-finished metal sheeting having a combustible surface finish not exceeding 1mm thick and where the spread-of-flame index of the product is not more than 0; and (f) bonded laminated materials, where (i) each laminate is non-combustible; and (ii) each adhesive layer is not more than 1mm thick; and (iii) the total thickness of adhesive layers is not more than 2mm; and (iv) the spred-of-flame index and the smoke-development index of the laminated material as a whole does not exceed 0 and 3 respectively.

Building Design Safety Report Part f3.7: Fire safety -Automatic fire detection system to be provided in accordance with part.

3.7.2 general concession:

1. Falls, slips, trips a) Working at heights during construction Wherever possible, components for this building should be prefabricated off-site or at ground level to minimise the risk of workers falling more than two metres. however, construction of this building will require workers to be working at heights where a fall in excess of two metres is possible and injury is likely to result from such a fall. the builder should provide a suitable barrier wherever a person is equired to work in a situation where falling more than two metres is a possibility.

During operation or maintenance For houses or other low-rise buildings where scaffolding is appropriate: Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situated where a fall from a height in excess of two metres is possible. where this type of activity is required, scaffolding, ladders or trestles should be used in accordance with relevant codes of practice,regulations or legislation. b) Slippery or uneven surfaces floor finishes by owner Designer has not not been involved in the selection of surface finishes, the owner is responsible for the selection of surface finishes in the pedestrian trafficable areas of this building. surfaces should be selected in accordance with as hb 197:1999 and as/nz 4586:2004.

Steps, loose objects and uneven surfaces Due to design restrictions for this building, steps and/or ramps are included in the building which may be a hazard to workers carrying objects or otherwise occupied. Steps should be clearly marked with both visual and tactile warning during construction, maintenance,demolition and at all times when the building operates as a workplace. building owners and occupiers should monitor the pedestrian access ways and in particular access to areas where maintenance is routinely carried out to ensure that surfaces have not moved or cracked so that they become uneven and present a trip hazard. Spills, loose material, stray objects or any other matter that may cause a slip or trip hazard should be cleaned or removed from access ways. Contractors should be required to maintain a tidy work site during construction, maintenance or demolition to reduce the risk of trips and falls in the workplace. Materials for construction or maintenance should be stored in designated areas away from access ways and work areas.

Part 3.7.2: Smoke alarms - requirements for smoke alarms: (a) Smoke alarms must be installed in: (i) any storey containing bedrooms.

Part 3.8: Health and amenity -Wet areas within the building must comply with the requirements of part 3.8.1 Wet areas.

Part 3.8.6: Sound insulation requirements 3.8.6.1 Application - compliance with this part satisfies performance requirement p2.4.6 for sound insulation.

3.8.6.2 Sound insulation requirements (a) To provide insulation from air-born and impact sound, a separating wall between two or more class 1 buildings, must(i)achieve the weighted sound reduction with spectrum adaption term [rw+ctr] and discontinuous construction requirements, as required by table 3.8.6.1; and (ii) be installed in accordance with the appropriate requirements of 3.8.6.3 and 3.8.6.4. (b) for the purpose of this part, the rw+ctr must be determined in accordance with as/nzs 1276.2 or iso 717.1, using results from laboratory measurements.

Part 3.9: Safe movement and access -The treads and risers of the proposed stairs are to comply with part 3.9.1.2 general requirements.

2. Falling objects loose materials or small objects Construction, maintenance or demolition work on or around this building is likely to involve persons working above ground level or above floor levels. where this occurs one or more of the following measures should be taken to avoid objects falling from the area where the work is being carried out onto persons below: 1. Prevent or restrict access to areas below where the work is being carried out.

2. Provide toeboards to scaffolding or work platforms.

3. Provide protective structure below the work area.

4. Ensure that all persons below the work area have personal protective equipment (ppe). during construction, renovation or demolition of this building, parts of the structure including fabricated steelwork, heavy panels and many other components will remain standing prior to or after supporting parts are in place. contractors should ensure that temporary bracing or other required support is in place at all times when collapse which may injure persons in the area is a possibility.

Building components Mechanical lifting of materials and components during construction,maintenance or demolition presents a risk of falling objects.contractors should ensure that appropriate lifting devices are used,that loads are properly secured and that access to areas below the load is prevented or restricted

3.7.1.3 External walls of class 1 buildings an external wall of a class 1 building and any openings in that wall must comply with 3.7.1.5, if the wall is less than(a) 900mm from the allotment boundary other than the boundary adjoining a road alignment or otherpublic space; or (b) 1.8m from another building on the same allotment other than appurtenant class 10 building or a detached part of the same class 1 building.

3.7.1.4 Measurement of distances (a) The distance from any point on an external wall of a building to an allotment boundary or another building is the distance to that point measured along a line at right angles from the allotment boundary or external wall of the other building which intersects that point without obstruction by a wall complying with 3.7.1.5. (b) Where a wall within a specified distance is required to be constructed in a certain manner, only that part of the wall, (including any openings) within the specified distance, must be constructed in that manner.

3. Traffic management For building on a major road, narrow road or steeply sloping road: Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic hazard. during construction, maintenance or demolition of this building designated parking for workers and loading areas should be provided. trained traffic management personnel should be responsible for the supervision of these areas.

For building where on-site loading/unloading is restricted: Construction of this building will require loading and unloading of materials on theroadway. deliveries should be well planned to avoid congestion of loading areas and trained traffic management personnel should be used to supervise loading/unloading areas. for all buildings: Busy construction and demolition sites present a risk of collision where deliveries and other traffic are moving within the site. a traffic management plan supervised by trained traffic management personnel should be adopted for the work site.

3.7.1.5 Construction of external walls (a) external walls (including gables) required to be fire-resisting [referred to in 3.7.1.3 or 3.7.1.6] must extend to the underside of a non-combustible roof covering or non-combustible eaves lining, and must(i) have an frl of not less than 60/60/60 when tested from the outside; or (ii) be of masonry-veneer construction in which the external masonry veneer is not less than 90mm thick; or (iii) be of masonry construction not less than 90mm thick. (b) Openings in external walls required to be fire-resisting [referred to in 3.7.1.3 or 3.7.1.6] must be protected by(i) non-operable fire-windows or other construction with an frl of not less than --/60/-- ; or (ii) self-closing solid-core doors not less than 35mm thick. (c) Sub-floor vents, roof vents, weep holes and penetrations for pipes, conduits and the like need not comply with (b) above. (d) Concessions for non-habitable room windows, conduits and the like- despite the requirements in (b), in a non-habitable room a window that faces the boundary of an adjoining allotment may be not less than 600mm from that boundary, or, where the building faces another building on the same allotment, not less than 1.2m from that building; providing that(i) in a bathroom, laundry or toilet, the opening has an area of not more than 1.2sqm; or (ii) in a room other than referred to in (i), opening has an area of not more than 0.54sqm; and(a) the window is steel-framed, there are no opening sashes and it is glazed in wire glass; or (b) he opening is enclosed with hollow glass blocks.

4. Services Rupture of services during excavation or other activity creates a variety of risks including release of hazardous material. Existing services are located on or around this site. Where known, these are identified on the plans but the exact location and extent of services may vary from that indicated. Services should be located using an appropriate service (such as dial before you dig),appropriate excavation practice should be used and, where necessary, specialist contractors should be used. Locations with underground power:Underground power lines may be located in or around this site. All underground power lines must be disconnected or carefully located and adequate warning signs used prior to any construction, maintenance or demolition commencing.

Locations with overhead power lines: Overhead power lines may be near or on this site. These pose a risk of electrocution if struck or approached by lifting devices or other plant and persons working above ground level. Where there is a danger of this occurring, power lines should be, where practical,disconnected or relocated. Where this is not practical adequate warning in the form of bright coloured tape or signage should be used or a protective barrier provided.

5. Manual tasks Components within this design with a mass in excess of 25kg should be lifted by two or more workers or by mechanical lifting device.

Where this is not practical, suppliers or fabricators should be required to limit the component mass.

All material packaging, building and maintenance components should clearly show the total mass of packages and where practical all items should be stored on site in a way which minimises bending before lifting. Advice should be provided on safe lifting methods in all areas where lifting may occur.

Construction, maintenance and demolition of this building will require the use of portable tools and equipment. These should be fully maintained in accordance withmanufacturer’s specifications and not used where faulty or (in the case of electrical equipment) not carrying a current electrical safety tag.

All safety guards or devices should be regularly checked and personal protective equipment should be used in accordance with manufacturer’s specification.

3.7.1.8 Separating walls (a) A wall that separates class 1 dwellings, or separates a class 1 building from a class 10a building which is not apurtenant to that class 1 building, must have an frl of not less than 60/60/60, and(i) commence at the footings or ground slab; and (ii)extend(a)if the building has a non-comustible roof covering, to the underside of the roof covering; or (b)if the building has a combustible roof covering, to not less than 450mm above the roof covering.

6. Hazardous substances asbestos For alterations to a building constructed prior to 1990: If this existing building was constructed prior to: 1990 - it therefore may contain asbestos 1986 - it therefore is likely to contain asbestos either in cladding material or in fire retardant insulation material. In either case, the builder should check and, if necessary, take appropriate action before demolishing, cutting, sanding, drilling or otherwise disturbing the existing structure.

Powdered materials Many materials used in the construction of this building can cause harm if inhaled in powdered form. Persons working on or in the building during construction, operational maintenance or demolition should ensure good ventilation and wear personal protective equipment including protection against inhalation while using powdered material or when sanding, drilling, cutting or otherwise disturbing or creating powdered material.

Treated timber The design of this building may include provision for the inclusion of treated timber within the structure. Dust or fumes from this material can be harmful. Persons working on or in the building during construction, operational maintenance or demolition should ensure good ventilation and wear personal protective equipment including protection against inhalation of harmful material when sanding,drilling, cutting or using treated timber in any way that may cause harmful material to be released. do not burn treated timber.

Volatile organic compounds Many types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants have dangerous emissions. Areas where these are used should be kept well ventilated while the material is being used and for a period after installation. Personal protective equipment may also be required. The manufacturer’s recommendations for use must be carefully considered at all times.

Synthetic mineral fibre Fibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic mineral fibre which may be harmful if inhaled or if it comes in contact with the skin, eyes or other sensitive parts or the body.

Personal protective equipment including protection against inhalation of harmful material should be used when installing, removing or working near bulk insulation material.

Timber floors This building may contain timber floors which have an applied finish. Areas where finishes are applied should be kept well ventilated during sanding and application and for a period after installation. Personal protective equipment may also be required. The manufacturer’s recommendations for use must be carefully considered at all times 7. Confined spaces excavation Construction of this building and some maintenance on the building will require excavation and installation of items within excavations. Where ractical, installation should be carried out using methods which do not require workers to enter the excavation. Where this is not practical, adequate support for the excavated area should be provided to prevent collapse. Warning signs and barriers to prevent accidental or unauthorised access to all excavations should be provided.

Enclosed spaces For buildings with enclosed spaces where maintenance or other access may be required: Enclosed spaces within this building may present a risk to persons entering for construction, maintenance or any other purpose. The design documentation calls for warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter enclosed spaces, air testing equipment and personal protective equipment should be provided.

Small spaces For buildings with small spaces where maintenance or other access may be required: Some small spaces within this building will require access by construction ormaintenance workers. The design documentation calls for warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building. Where workers are required to enter small spaces they should be scheduled so that access is for short periods. Manual lifting and other manual activity should be restricted in small spaces.

8. Public access Public access to construction and demolition sites and to areas under maintenance causes risk to workers and public.

Warning signs and secure barriers to unauthorised access should be provided. Where electrical installations, excavations, plant or loose materials are present they should be secured when not fully supervised.

9. Operational use of building residential buildings This building has been designed as a residential building. If it, at a later date, it is used or intended to be used as a workplace, the provisions of the work health and safety act 2011 or subsequent replacement act should be applied to the new use.

10. Other high risk activity All electrical work should be carried out in accordance with code of practice: Managing electrical risks at the workplace, as/nz 3012 and all licensing requirements. All work using plant should be carried out in accordance with code of practice: Managing risks of plant at the workplace. All work should be carried out in accordance with code of practice: Managing noise and preventing hearing loss at work. Due to the history of serious incidents it isrecommended that particular care be exercised when undertaking work involving steel construction and concrete placement. All the above applies.

Specification c1.10 fire hazard properties Materials used in the building having flamability, smoke developed and spread-of-flame indices as set-out in spec. c1.10.

Section f health and amenity Part f1: Damp and weatherproofing -Stormwater drainage must comply with as/nzs 3500.3.2 -Roof covering to comply with f1.5 -Sarking must comply with as/nzs 4200, parts 1 and 2 -Water proofing of wet areas in buildings to comply with f1.7 -Damp-proofing of floors on ground to comply with f1.11

08-May-20 11:47:09 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 03

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

BCA Compliance & Safety Report

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

Legend

TN M N

.2 K7 DP 17189 LOT 14

TOR 10.88

8.

DP 17189 LOT 34

8.

99

SHED

REMAINS OF OLD

GRASS

56 8.

DP 17189 LOT 15

36

93

8.

9.

11

P R OAVER UG S H

ING PA L

TO 11 G . 57

ST E 9.1 P 2

15 9 °5 12 0'20 .41 "

LOT 35

GRASS

NC E FE

SHED FIBRO

PA VE D

76

9.22 PALMS X 2

PA VE 8 D .8 8

TO 11 G .2 GRASS 8

ST EP

79

8.

77

8.

DP 17189

RI D 13 GE .54 NO .

R E 13 SI D EN BR C I CK E

9 S .26 D OTEP OR

5100

L 9. 2 F L EVE4 OO L R

86

Notes

11 57 3

TOR 11.57

TO 11 G . 28

Existing shed to be demolished

RIDG E 14.01

LOT 36

DP 17189

20m

DWELLING WINDOW SECONDARY SILL PLANKED 10.86 LINTEL 11.96

W INDOW SILL 10.86 LINTEL 11.96

DP 17189 LOT 17

W R E NO EA SI .1 TH DE 1 ER NC BO E AR D

TOG 12.61

Development Control Table VISUAL SCALE 1:200 @ A3

Site area Controls

BIN

Carport 16.5 Landscaping 138.4

BF

Ground Floor 54.4

First Floor 78.2

BF

Landscaping 106.0

409.5 m² Required

Ground

N/A

54.4m²

N/A

78.2m²

N/A

Ground + First

N/A

132.6 m2

N/A

Floor area

First Floor

Total GFA Floor space ratio (FSR)

Ground + First

Carport

Site coverage

Max 33.3% Site Area

Landscaping

Setbacks

2

1 : 500

Area First Floor Plan 3

Proposed Complies

First

Ground Floor

N/A

N/A

32.3%

N/A

122.85m2

70.9 m²

YES

Front

6.5 m

19.412 m

YES

Side

0.9 m

0.9 m

YES

Rear

6.0 m

11.578 m

YES

N/A

244.4 m²

N/A

N/A

95.8 m²

N/A

8.5 m

6.3 m

YES

Landscaped area

Area Ground Floor Plan

LOT 33

DP 17189

TOR 11.11 AW NING

18

19 8.

9.04

RE N S O BRID. EN 13IC K CE

CO

03

64 9.

8.

75

76 8.

8.

90

0

8.

PA VE D

8.

68

T

N PO C RE RC TE H

RD

57

8.

52 8.

T CA RP OR

3000 1200

8 39 .40 8.

EN

PA VE D

900

DRIVEWAY CONCRETE

GA

39 8.

53

TO 11 G . 40

47

30 8.

22 8.

GRASS

28 8.

8.

8.27 PA VE 8. D 36

8.

20

8.

8.

19

PA 8.

LM18

DRIVEWAY P 8.

18 CONCRETEALM

8.

12

48

18

DRIVEWAY CONCRETE

95 7.

M PA L

TOR 11.18

TOR 11.30

CARPORT BRICK

94

7.78

8.

09

74

GRASS

33 7.

CA RP OR

PA PA TIO RO VED OV OF ER 8.7 7

DRIVEWAY CONCRETE

7 T .97 W 0.

5 M ATE ET R ER

8.

24 9.

3

8.

X

09 9.

83 8.

85 8.

I

RI DG S E SETOR CO EY 16 .07 ND

I

I

S LM PA9.34

3Ø 0. 30 T 9.

15 9.

11 9.

87 8.

87 8.

76 8.

I

- Site analysis plan is to be read in conjunction with the architectural drawings - The shadow diagram plans and the statement of environmental effects, inclusive of the photographs & the streetscape elevation.

I

11 9.

I

63 8.

98 8.

91 8.

87 8.

I

TO CO 1 1 G NC .70 PA RET TI E TO 8.9 O 5 14 G . 46 WI ND SIL OW LIN9.8 L 0 11 TEL .1 R ID 2 13 GE .77

I

I

DP 378412 LOT A

I

PA 8.

LM04

P 7 8. AL .98 00 M

99 8.

I

3

87 8.

RL: 9.30

LOT B DP 378412

LM34 PA 9.

X

Verandah

Private open space 95.8m2

05 9.

S

48 8.

I

40°53' 25.145

99 8.

LM PA.10 9

78 8.

I

RL: 9.30

08 9.

92 8.

64 8.

58 8.

28 8.

I

BIN

Proposed Double Storey Container House 9. 0 ST8 EP S

00 9.

RL: 9.30

Porch

EASEMENT FOR WATER SUPPLY, 1.22 W IDE (G541094)

89 8.

04 9.

RL: 8.70

77 8.

82

6Ø 0.

T .86 8

78 8.

P

70 o 2 22 6'50 . 00 " 5

Grass/ garden

220°53' 50.29

NOT FENCED

5

09 9.

UM ST .40 8

ON C S ON W ALAB C.TOG 1 TA TER 1.02 NK

Carport 1

9. 0

07 9.

55 8.

Hedge

8.

9°5 12 0' 20 .41 "

8.

RL 7.45 AHD BENCH MARK NAIL IN KERB

7.45 49 7.

7.

78 8.

TO 11 R .27

200

96 8.

7.

To Be Demolished

Climatic Site Analysis 79 8.

S LM .33 PA 8

50 8.

52 8.

5500

52 8.

DRIVEWAY CONCRETE

I

3Ø 0.

T 8.86

Ø 25 0.

T .81 8

75 8.

E PL TI UL

RL 7.59 AHD NAIL IN KERB BENCH MARK

I

I

Boundary Line Subdivision Line

Existing brick residence to be demolished

34 8.

4

16m

67 8.

M

34 8.

33 8.

X PA F E LING NC E

LM PA8.41 LM PA8.49

LM8 PA8.4

2

S

12m

27 8.

X

LM PA.18 8

LM PA.22 8

LM PA.18 8

S 08 8.

TO 11 G . 60

23 8.

LM PA.89 7 (A)

(B)

40 8.

8m

I

I

LM PA.21 8

98 7.

0)

19 41 2

1 : 200 4m

R ID G E 12 . 72

Private open space

PALING FENCE I

I

78 7.

LE

(3.

58 7.

62 7.

7

0m

40°53' 50.29

Ground floor area

42 8.

I

I

PO

2

.6 K7

5 8.2

Site/Analysis plan 1

PALING FENCE

I

60 7.

ER LE OW4 HO P 7.5 AN M .48 7

4

.6 K7

(5.

32 )

(6.08)

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

8Ø 0.

7 TOR NO GUTTER 9.91

PALING FENCE

& PLANKED

NO.15 RESIDENCE

T

1Ø 1.

T 7.57

.3 K7

.5 K7

Sit ea c ce ss

WEATHERBOARD

9

Site access

Private open space

POS site area

Building height

Max building height

Lot B, 13 Burrawong Rd Avalon Beach NSW 2107

Location Plan 4

1 : 500

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 04

Issue

Date

1 : 5000 Amendment

D

...

1. These drawings are to be read in conjunction with the architectural drawings, structural drawings and the specificaton.

2. Prior to commencement of works the contractor shall satisfy himself of the correct location of existing services whether indicated or not on the plans. Any damage to existing services shall be rectified at the contractors expense.

3. Traffic management measures have to be implemented and maintained during constructon, all in accordance with council's requirements. The contractor shall maintain safe pedestrian access along the footpath.

4. The contractor shall effect temporary drainage measures to avoid localised ponding of surface run-off.

5. Refer to architect's drawings for all details (levels, grading etc.) of driveways, concrete and paved areas, and retaining wall types adn locations.

6. Refer to landscape architect's drawings for details and extent of all landscaped areas.

7. All swd pipes are upvc at 1.0% minimum grade (uno).

8. Swd pits can be pre-cast sized as follows: 450mm sq. up to 600mm deep 600mm sq. up to 1000mm deep 9. All pits located in trafficable areas, (ie, driveways) to have medium duty grated covers suitable for withstanding loads associated with small trucks.

10. Provide step irons to all pits greater than 1.2m deep.

11. The contractor shall implement all soil erosion and sediment control measures prior to commencement of works.

12. Topsoil shall be stripped dn stockpiled outside hazard areas such as drainage lines. This topsoil is to be respread later on areas to be revegetated.

13. The contractor shall regularly maintain all sediment and erosion control devices and remove accumulated silt from such devices. All silt removed shall be disposed of as directed by the superintendent. The period for maintaining these devices shall be at least until all disturbed areas are revegetated and further as may be directed by the superintendent or council.

14. The contractor shall maintain dust control until final completion of works.

08-May-20 11:47:13 AM

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Site Plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

18270 3000

15270 12180

960 90

6090

10980

1570

1500

530

820

150

3040

4570

5940

150

150

5500

Carport

3000

3000

DP

16 m²

Timber cladding

Dash line indicates first floor walls above

RL: 8.70 1 2 3

DN

ENTRY

DP 2

D 02

D 04

W 01

1.20-1.50

D 03

NS

BF

2.04 -0.82

3

Steel column

4

2.10 -4.57

4580

NS

WC

RL: 9.30

18 m²

16 m²

1200

UP 900

D

Laundry AS - HLW

46 m²

RL: 9.30

2.10 -3.91

Kitchen

Outdoor Shower

11 m²

W F

S

AS - HLW

RL: 8.85 2 m²

C S

AS

KIT 5000 BBQ 3000

Dashed line indicates dimension container

DP

4880

Dining

1500

Lounge

DN

Verandah D 01

W 03

W 04

W 05

0.60-1.50

0.60-1.50

0.60-1.80

150

TV

KIT 2900 x 900

4580

SD

6080

2.04 -0.62 BF

14 131 m² 12 11 T 10 9 8 7 6 5 4 3 2 1

AS

4570

1925

10

16

1200

1

AS - HLW

0.60-0.80

15

1

150

Porch 2 m²

W 02

150 1200

4

160

150 1200

3

DN

150 840

150

4580

90

6080

1725

150 1200

4 2

1200

RL: 9.30 1

DP

2 10 1990

1500

150

1490

1500

1730

1800

2170

11880

150

12180

6090

560

6090

1500

1500

3560

18270

Proposed Ground Floor Plan 1

Legend

1 : 100

SMOKE ALARM

SA

0m

2m

4m

6m

8m

FW

10m

FLOOR WASTE

VISUAL SCALE 1:100 @ A3 VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

08-May-20 11:47:15 AM Project no 457545677 VBDRPS

Sheet no 05

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Proposed Ground Floor Plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

18270 13610

1500

Bed 3

13 m²

12 m²

12 m²

DP

1890 150 900 90

AS - HLW

AS - HLW

W 16

W 15

0.60-1.50

0.60-1.50

1500 3600

2790 90

1500 3600

AS - HLW

D 10

S 700

ENS 4 m²

FW

T

AS - HLW

W 14

W 13

W 12

0.60-1.50

0.60-1.20

0.60-0.80

1590

1500

1240

1200

90

3000

90

2000

1600 90

W 11 1.20-0.90

4 m² Robe 2230

150

150

DP

800 2100

WIR

2.04 -0.72

AS - HLW

2 10

OPENING 2040 x 900

7 m²

4880

Bath

2.04 -0.82

Bed 2

4580

2.04 -0.82

Bed 1

1.20-1.50

150

2.04 -0.82

D 07

12 m²

CSD

D 06

Bed 4

NS

T

D 05

NS

FW

NS

S 900

NS

W 10

2690

2.04 -0.82

Robe 2500

150

150

D 09

90

2.04 -0.72

Void

Dashed line indicates dimension container

AS

SD

1500

AS D 08

DP

1.20-1.50

830

AS

W 09

1800

1.20-1.50

1610

150

1.20-1.50

SD

1500

750

1.20-1.50

SD

150

Dashed line indicates ground floor walls below

W 08

AS

4420

2550

W 07

RL: 12.19

90

BATH

2.40-2.20

14 13 12 11 10 9 8 7 6 5 4 3 2 1

2000

Robe 1750

2200 180 2200

2200

1750

W 17

16

DN

2230

Robe 1750

150 2200

2.40-2.20

10 180

90 900 150

1

90

1750

90 900 150 3590

4880

15

1500

90

W 06

DP

W 18

3585

3600

900

Pricacy screen

90

900

1500

3000

AS

2295

90

150

AS

3600

4420

NS

150 900 90

90

2660 90

2230

150

18270

Proposed First Floor Plan 1

Legend SA

1 : 100

FW

0m

2m

4m

6m

8m

SMOKE ALARM FLOOR WASTE

10m

VISUAL SCALE 1:100 @ A3 08-May-20 11:47:17 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 06

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Proposed First Floor Plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

DP

450

Aluminium box gutter to engineer details & specifications

5°

Dashed line indicates carport

450

450 Proposed colourbond roof

Proposed Steps

Dashed line indicates ground floor walls below

1200

DN DP

DP

Verandah

RL: 14.88

150

RL: 12.00

800

1°

1°

Skylight

1°

1°

4580

4880

DN

RL: 14.84

800

150

Outdoor Shower

DP

Proposed colourbond roof

Aluminium box gutter to engineer details & specifications

150

17970

DP

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

150

18270

Roof plan 1 0m

1 : 100 2m

4m

6m

8m

10m

VISUAL SCALE 1:100 @ A3

08-May-20 11:47:18 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 07

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Roof plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

Boundary line

Boundary line

Boundary line

Boundary line

8.5m max height limit 8.5m max height limit

RL: 14.88

Pricacy screen

RL: 11.99

450

Ceiling Ground Floor

2600

450

0m

RL: 9.30

Ground Floor

NGL: 8.55

Natural ground floor New ground floor

South West Elevation 2

4m

NGL: 8.64

Natural ground floor

1 : 100

2m

Ceiling Ground Floor

RL: 9.30

North East Elevation 1

First Floor

Ground Floor Steel column

New ground floor

RL: 12.19 RL: 11.99

1200

2690

1200

200

RL: 12.00

First Floor

2690

5580

RL: 12.19

5.00°

200

Proposed colourbond roof

Ceiling First Floor

5580

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

5.00°

RL: 12.00

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

2690

1200 900

1200 900

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

Timber cladding Proposed colourbond roof

RL: 14.88 Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

Aluminium box gutter to engineer details & specifications

Ceiling First Floor Framed windows & glazed doors as per the basix certificate requirements & as

Aluminium box gutter to engineer details & specifications

RL: 14.88

2690

RL: 14.88

2294

Aluminium box gutter to engineer details & specifications

6m

8m

1 : 100

10m

VISUAL SCALE 1:100 @ A3

08-May-20 11:47:20 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 08

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Front Elevation and Rear Elevation

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

8.5m max height limit

Aluminium box gutter to engineer details & specifications

Framed windows & glazed doors as per the basix certificate requirements & as

RL: 14.88

2690

Pricacy screen

1200 900

Proposed colourbond roof

RL: 12.00

200

900

Pricacy screen

900

900

Aluminium box gutter to engineer details & specifications

RL: 12.19

5580

1200

1200

1200

Ceiling First Floor

First Floor RL: 11.99

2690

1200 900

2100

450

Ceiling Ground Floor

450

RL: 9.30

RL: 9.30

Ground Floor

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

North West Elevation 1

1 : 100

8.5m max height limit

Aluminium box gutter to engineer details & specifications

Framed windows & glazed doors as per the basix certificate requirements & as

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

RL: 14.88

RL: 14.88

600

600

600

1500

1500

1500

Pricacy screen

Pricacy screen

RL: 12.19

200

5580

600 1500

2690

600 1500

Ceiling First Floor

First Floor RL: 11.99

600

600

900

900

2690

600 900

Ceiling Ground Floor

RL: 9.30

Ground Floor

NGL: 9.00

Natural ground floor

NGL: 8.62

New ground floor

South East Elevation 2 0m

1 : 100 2m

4m

6m

8m

10m

VISUAL SCALE 1:100 @ A3 08-May-20 11:47:22 AM

VNdraft PTY LTD Š COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 09

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Side Elevations

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

8.5m max height limit

Ceiling insulation

Proposed colourbond roof

RL: 14.88

Skylight

RL: 14.84

RL: 14.88

2690

Ceiling First Floor

Pricacy screen

RL: 12.19

5580

200

RL: 12.19

First Floor RL: 11.99

2690

Ceiling Ground Floor

RL: 9.30

RL: 9.30

Ground Floor

Natural ground floor

Provide termite protection barriers such as kordon or the like in strict accordance with the manufacturer’s details and the building code of australia requirements.

NGL: 8.60

New ground floor

0.2 micron high impact membrane as per the requirements of clause 3.2.2.6 (nsw variation) of volume 2 of the BCA

NGL: 8.70

Section 1 1

Doors Schedule

Boundary line

1 : 100

Mark

8.5m max height limit

Proposed colourbond roof

RL: 14.88

1.00°

RL: 14.88

Ceiling First Floor

2690

1.00°

Downpipes all comply to the requirements of clause 3.5.2.5 of the ncc BCA

Skylight

RL: 14.84

5580

200

RL: 12.19

Mark

2690

2 0m

0.2 micron high impact membrane as per the requirements of clause 3.2.2.6 (nsw variation) of volume 2 of the BCA

1 : 100

2m

4m

6m

8m

NGL: 8.95 Provide termite protection barriers such as kordon or the like in strict accordance with the manufacturer’s details and the building code of australia requirements.

New ground floor

Width

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 Grand total: 18

RL: 9.30

Natural ground floor

Bifold Bifold Single Single Single Single Single Single Single Sliding

Panel Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Timber Timber Timber Timber Timber Timber Timber

Window Schedule

Ground Floor

Section 2

Types

Ground Floor Ground Floor Ground Floor Ground Floor First Floor First Floor First Floor First Floor First Floor First Floor

First Floor Ceiling Ground Floor

NGL: 9.00

3910 4570 820 620 820 820 820 720 820 720

Level

RL: 12.19 RL: 11.99

RL: 9.30

Width

01 2100 02 2100 03 2040 04 2040 05 2040 06 2040 07 2040 08 2040 09 2040 10 2040 Grand total: 10

Ceiling insulation

Aluminium box gutter to engineer details & specifications

Height

10m

Height

1500 800 1500 1500 1800 1500 1500 1500 1500 1500 900 800 1200 1500 1500 1500 2200 2200

1200 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 600 2400 2400

Operating Type Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding Sliding

Frame And Glass Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear Aluminum, Glass Clear

VISUAL SCALE 1:100 @ A3 08-May-20 11:47:22 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 10

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Sections

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

TN

M N

.

K7 RI D 13 GE .54 NO .

R E 13 SI D EN BR C IC K E

P R OAVER UG S H

SHED

ING PA L

9°5 12 0'20 .41 "

TO 11 G .28

WINTER SOLSTICE ON JUNE 21st TIME

12 NOON

32.67o

359.28o

3 PM

18.09o

316.35o

LOT 36

R TE IN N SU

E

12m

16m

20m

21 NE o JU 3 5 M 6.

3P 31

21

8m

N W

NE JU o 8 ON 9 .2 NO 35

4m

S

12

1 : 200

H RT NO

DP 17189

42.64o

21 NE o JU 4 M 2.6 9A 4

0m

AZIMUTH

18.85o

UE TR

RIDG E 14.01

ALTITUDE

9AM

W

DWELLING WINDOW SECONDARY SILL PLANKED 10.86 LINTEL 11.96

DP 17189 LOT 17

WINDOW SILL 10.86 LINTEL 11.96

TOG 12.61

W R E NO EA SI .1 TH DE 1 ER NC BO E AR D

LOT 35

DP 17189

15 NC E FE

9.22 PALMS X 2

SHED FIBRO

GRASS

PA VE D ST EP

L 9. 2 F L EVE4 OO L R

PA VE D

TO 11 G . 57

ST E 9.1 P 2

RD

9 S .26 D OTEP OR

9.04

EN

PA VE D

GA

T CA RP OR

CO N PO C RE RC TE H

DRIVEWAY CONCRETE

REMAINS OF OLD

DP 17189 LOT 15

GRASS

GRASS

8.27 PA VE D

DRIVEWAY CONCRETE GRASS

RE N S O BRID. EN 13IC K CE

TOR 11.57

Shadow Diagram June 21st 9am 1

LOT 33

DP 17189

TOR 11.18

TOR 11.11 AW NING

TOR 10.88

DP 17189 LOT 14

& PLANKED

NO.15 RESIDENCE

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

TOR 11.30

CARPORT BRICK

RL 7.45 AHD BENCH MARK NAIL IN KERB

DRIVEWAY CONCRETE

33

TO 11 G .40

TO 11 G .2 GRASS 8

24

PA VE D

I

PA PA TIO RO VED OV OF ER

I

3Ø 0. 30 T 9.

CA RP OR T

I

11

3

9.

RI DG S E SETOR C O EY 16 .07 ND

I

7.78

DP 17189 LOT 34

9 °5 12 0'20 . 41 "

I

I

I

I

I

7.45

I

DRIVEWAY

I

LM34 PA 9.

CONCRETE

I

89

9.

SUN ANGLE INFORMATION

X

TO CO 1 1 G NC .70 PA RET T E TO 8.9 IO 5 14 G . 46 W IND SI L OW LIN9.8 L 0 11 TEL .1 R ID 2 13 GE .77

99

WA M E TER TE R

8.

8.

05

3

LOT B DP 378412

S LM PA9.34

93

09

8.

9.

83

85

8.

40°53' 25.145 8.

I

86

15

11

87

I

8.

9.

9.

8.

87

76

I

76

9.

X

98

87

91

8.

8.

79

8.

8.

8.

63

I

8.

77

99

S LM PA.10 9

87

8.

77

8.

8.

8.

08

DP 378412 LOT A

75

79

78

6Ø 0.

T .86 8

8.

9.

00

8.

I

8

11

Proposed Double Storey Container House

8.

5 .7

9.

78

48

8

76

9.

04

8.

8.

I

8.

9. 0 ST8 EP S

99

EASEMENT FOR WATER SUPPLY, 1.22 WIDE (G541094)

92

64

I

68 8.

7 .7

88

8.

8.

8.

58

28

8

3 .5

07

03

8.

8.

70 o 2 22 6'50 .00 " 5

9.

64

9.

8.

9.

57

220°53' 50.29

NOT FENCED

5

09

8.

9. 0

9.

52

3Ø 0. 6 T 8. 8

Ø 25 0.

T .81 8

8.

8.

78

47

96

8.

8.

40 8.

39 ON 8.

CO N S W LAB C .TOG A 1 TA TER 1.02 NK

I

28

TO 11 R .27

39 8.

55

P

PA 19 LI 8. F EN NG CE 8.

36

8.

UM ST8.40

40

18 8 . LM PA

8.

8.

8.

4

8.

M

50

X

5 8.2

30

52

S

8

8.

2 .2

48

52

20

8.

8.

LM PA.89 7 (A)

(B)

DRIVEWAY CONCRETE

I

67

8.

RL 7.59 AHD NAIL IN KERB BENCH MARK

I

8.

LM PA8.41 LM PA8.49

56

8.

18

8.

8.

8.

18 8 . LM PA

8.

34

23

0)

62

L PA

Existing brick residence to be demolished

36

8.

8.

58

(3.

7.

7.

04 8 . LM PA

8.

S LM .33 PA 8

TO 11 G . 60

94

(5.

32 )

(6.08)

42

E PL TI UL

34

98

62

67

98 7 . LM PA 00 8.

18

R ID G E 12 .72

M

8.

33

08

7.

7.

.

K7

.

K7

7

2 .8

8.

8.

8.

4 .7

95 7.

97 5 7. 0.

T

19

LM8 PA8.4

2

8.

27

X

LM PA.18 8

LM PA.22 8

S

LM PA.18 8

LM PA.21 8

78

LE

7

12

8.

7.

PO

Sit ea cce ss

8.

PALING FENCE

8.

60

R

54

49

09

40°53' 50.29

I

8Ø 0.

7.

E LE OW4 HO P 7.5 AN M .48 7

.

K7

7.

PALING FENCE

I

T

1Ø 1.

T .57 7

37 8.

WEATHERBOARD

29

.

K7 TOR NO GUTTER 9.91

PALING FENCE

Sun angle information June VISUAL SCALE 1:200 @ A3 08-May-20 11:47:24 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 11

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Shadow Diagram June 21st 9am

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

TN

M N

K7 .2 DP 17189 LOT 14

& PLANKED

RI D 13 GE .54 NO .

R E 13 SI D EN BR C IC K E

TOR 10.88

DP 17189

TOR 11.11 AWNING

TOR 11.18

SHED

9°5 12 0'20 .41 "

ING LOT 35

15 NC E FE

LINTEL 11.96

12 NOON

32.67o

359.28o

3 PM

18.09o

316.35o

DP 17189

LOT 36

R TE IN N SU

E

16m

20m

21 NE o JU 3 5 M 6.

3P 31

21

12m

H RT NO

W

NE JU o 8 ON 9 .2 NO 35

S

12

8m

N

RIDG E 14.01

W

DWELLING WINDOW SECONDARY SILL PLANKED 10.86

WINDOW SILL 10.86 LINTEL 11.96

D

42.64o

1 : 200 4m

AZIMUTH

18.85o

21 NE o JU 4 M 2.6 9A 4

0m

ALTITUDE

9AM

UE TR

DP 17189 LOT 17

REMAINS OF OLD

DP 17189 LOT 15

PA L

TO 11 G . 57 PA VE RO UGRS H

9.22 PALMS X 2

GRASS

L 9. 2 F L EVE4 OO L R

TO 11 G .28

TIME

TOG 12.61

W R E NO EA SI .1 TH DE 1 ER NC BO E AR

DP 17189

RE N S O BRID. EN 13IC K CE

ST E 9.1 P 2

RD GA

9 S .26 D OTEP OR

9.04 EN

PA VE D

CA RP OR

T PA VE D

ST EP

DRIVEWAY CONCRETE

WA M E TER TE R

8.27 PA VE D

DRIVEWAY CONCRETE GRASS

CO N PO C RE RC TE H

PA VE D

24

TOR 11.57

Shadow Diagram June 21st 12am 1

LOT 33

NO.15 RESIDENCE

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

TOR 11.30

GRASS

33 7.78

GRASS

DRIVEWAY CONCRETE

CARPORT BRICK

RL 7.45 AHD BENCH MARK NAIL IN KERB

7.45

TO 11 G .40

TO 11 G .2 GRASS 8

SHED FIBRO

WINTER SOLSTICE ON JUNE 21st

9.

3

PA VE D

I

3Ø 0. 30 T 9.

PA PA TIO RO VED OV OF ER

I

11

CA RP OR T

9.

SUN ANGLE INFORMATION

X

RI DG S E SETOR C O EY 16 .07 ND

I

DRIVEWAY

I

CONCRETE

I

LM34 PA 9.

05

LOT B DP 378412

S LM PA9.34

TO CO 1 1 G NC .70 PA RET TI E TO 8.9 O 5 14 G . 46 W IND SI L OW LIN9.8 L 0 T 11 EL .1 R ID 2 13 GE .77

I

89

9.

3

DP 378412 LOT A

99

DRIVEWAY CONCRETE

8.

8.

99

X

15

93

09

8.

9.

40°53' 25.145 85

83

86

8.

8.

8.

9.

11

87

I

76

77

8.

S LM PA.10 9

98

9.

8.

I

8.

8.

07

08

8.

87

91

8.

8.

79

DP 17189 LOT 34

9 °5 12 0'20 . 41 "

I

I

I

I

I

RL 7.59 AHD NAIL IN KERB BENCH MARK

I

78

9.

9.

00

87

8.

87

76

75

Proposed Double Storey Container House 8.

8.

I

8.

77

8.

8.

9.

78 8

76

11

04

8.

63

I

8.

8.

9. 0 ST8 EP S

9.

92

64

48

I

68 8.

7 .7

88

8.

8.

8.

I

8

3 .5

EASEMENT FOR WATER SUPPLY, 1.22 WIDE (G541094)

09

03

8.

58

I

70 o 2 22 6'50 .00 " 5

9.

64

220°53' 50.29

NOT FENCED

5

9.

8.

9. 0

9.

57

96

8.

99

8.

52

8.

6Ø 0.

T .86 8

8.

50

47

8.

28

I

28

8.

8.

40 8.

39 ON 8.

CO N S W LAB C .TOG A 1 TA TER 1.02 NK

8.

PA 19 LI 8. F EN NG CE

8.

TO 11 R .27

39 8.

55

P

18 8. LM PA

36

8.

UM ST8.40

40

18 8. LM PA

8.

3Ø 0. 6 T 8. 8

78

8.

4

8.

M

52

X

62

L PA

5 8.2

30

52

S

8

8.

2 .2

48

8.

20

8.

8.

LM PA.89 7 (A)

(B)

8.

18

79

8.

34

58

(3.

0)

7.

7.

7

04 8. LM PA

Ø 25 0.

T .81 8

56

8.

S LM .33 PA 8

8.

75

Existing brick residence to be demolished

36

8.

23

8.

8.

8.

8.

2

(5.

32 )

(6.08)

67

E PL TI UL

34

TO 11 G . 60

94

R ID G E 12 .72

M

8.

33

98

.6

.6

98 7. LM PA 00 8.

I

8.

8.

08

7.

7.

K7

K7

2 .8

97 5 7. 0.

T

LM1 PA8.4

18

LM PA8.49

8.

LM8 PA8.4

2

8.

4 .7

95 7.

7

19

27

X

LM PA.18 8

LM PA.22 8

S

LM PA.18 8

LM PA.21 8

78

8.

8.

7.

LE

7

12

42

60

PO

4

Sit ea cce ss

8.

8.

7.

ER LE OW4 HO P 7.5 AN M .48 7

09

PALING FENCE

I

7 8.

40°53' 50.29

I

8Ø 0.

.3

.5

49

PALING FENCE

I

T

1Ø 1.

T .57 7

WEATHERBOARD

9

K7

K7

7.

TOR NO GUTTER 9.91

PALING FENCE

Sun angle information June VISUAL SCALE 1:200 @ A3 08-May-20 11:47:26 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 12

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Shadow Diagram June 21st 12pm

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

TN

M N

K7 .2 DP 17189 LOT 14

& PLANKED

RI D 13 GE .54 NO .

R E 13 SI D EN BR C IC K E

TOR 10.88

DP 17189

TOR 11.11 AWNING

TOR 11.18

P R OAVER UG S H

ING LOT 35

DP 17189

SUN ANGLE INFORMATION

TO 11 G .28

WINTER SOLSTICE ON JUNE 21st TIME

RIDG E 14.01

ALTITUDE

AZIMUTH

9AM

18.85o

42.64o

12 NOON

32.67o

359.28o

3 PM

18.09o

316.35o

LOT 36

DP 17189

DWELLING WINDOW SECONDARY SILL PLANKED 10.86 LINTEL 11.96

WINDOW SILL 10.86 LINTEL 11.96

DP 17189 LOT 17

DP 17189 LOT 34

SHED

PA L

9°5 12 0'20 .41 "

15 NC E FE

9.22 PALMS X 2

GRASS

L 9. 2 F L EVE4 OO L R

REMAINS OF OLD

DP 17189 LOT 15

GRASS

TO 11 G . 57

ST E 9.1 P 2

RD

9 S .2 D OTEP6 OR

9.04 EN

PA VE D

GA

T PA VE D

ST EP

DRIVEWAY CONCRETE

RE N S O BRID. EN 13IC K CE

PA VE D

24

TOR 11.57

TOG 12.61

W R E NO EA SI .1 TH DE 1 ER NC BO E AR D

LOT 33

NO.15 RESIDENCE

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

TOR 11.30

GRASS

8.27 PA VE D

DRIVEWAY CONCRETE GRASS

CA RP OR

DRIVEWAY

CO N PO C RE RC TE H

9 °5 12 0'20 . 41 "

7.78

CARPORT BRICK

RL 7.45 AHD BENCH MARK NAIL IN KERB

DRIVEWAY CONCRETE

33

TO 11 G .40

TO 11 G .2 GRASS 8

SHED FIBRO

9.

PA VE D

I

3Ø 0. 30 T 9.

PA PA TIO RO VED OV OF ER

I

11

CA RP OR T

9.

3

RI DG S E SETOR C O EY 16 .07 ND

3

I

CONCRETE

I

LM34 PA 9.

05

X

X

TO CO 1 1 G NC .70 PA RET T E TO 8.9 IO 5 14 G . 46 W IND SI L OW LIN9.8 L 0 T 11 EL .1 R ID 2 13 GE .77

I

89 I

I

I

I

I

I

7.45

I

WA M E TER TE R

99

8.

9.

S

DP 378412 LOT A

8.

77

99

LM PA.10 9

LOT B DP 378412

S LM4 PA9.3

93

09

8.

9.

40°53' 25.145 85

83

86

8.

8.

8.

15

11

87

I

76

9.

9.

8.

87

76

I

8.

8.

8.

08

98

87

91

8.

8.

8.

79

8.

8.

I

8.

3Ø 0. 6 T 8. 8

75

79

78

6Ø 0.

T .86 8

8.

9.

87

63

75

11

Proposed Double Storey Container House 8.

8.

I

8.

00

78

I

77 8.

9.

8.

48

8

76

9.

04

64

8.

I

8.

9. 0 ST8 EP S

99

EASEMENT FOR WATER SUPPLY, 1.22 WIDE (G541094)

92

8.

I

68 8.

7 .7

88

8.

8.

58

28

8

3 .5

07

03

9.

9.

64

9.

8.

220°53' 50.29

NOT FENCED

5

09

57

9. 0

9.

8.

96

52

8.

8.

47

8.

8.

70 o 2 22 6'50 .00 " 5

Ø 25 0.

T .81 8

8.

8.

78

50

8.

8.

40 8.

39 ON 8.

C SL ONC TO W AB . G A 1 TA TER 1.02 NK

I

28

TO 11 R .27

39 8.

55

P

8.

36

8.

UM ST.40 8

40

PA 19 LI 8. F EN NG CE

48

52

4

8.

18 8. LM PA

8.

52

X

5 8.2

30

8.

8.

2 .2

8.

8.

20

S

DRIVEWAY CONCRETE

67

56

8.

RL 7.59 AHD NAIL IN KERB BENCH MARK

I

8.

LM PA8.41

S LM .33 PA 8

8.

8.

18

8

M 18 8. LM PA

LM PA8.49

E PL TI UL

34

8.

8.

LM PA.89 7 (A)

(B)

62

L PA

Existing brick residence to be demolished

36

34

58

(3.

0)

7.

7.

7

04 8. LM PA

8.

8.

23

2

(5.

32 )

(6.08)

R ID G E 12 .72

M

8.

33

8.

.6

.6

98 7. LM PA 00 8.

18

8.

08

98

K7

K7

7

2 .8

8.

LM8 PA8.4

2

8.

7.

TO 11 G . 60

94

95 7.

97 5 7. 0.

T

19

27

X

LM PA.18 8

LM PA.22 8

S

LM PA.18 8

LM PA.21 8

78

4 .7

7.

8.

8.

7.

LE

7

12

42

60

PO

4

Sit ea cce ss

8.

8.

7.

ER LE OW4 HO P 7.5 AN M .48 7

09

PALING FENCE

I

7 8.

40°53' 50.29

I

8Ø 0.

.3

.5

49

PALING FENCE

I

T

1Ø 1.

T 7.57

WEATHERBOARD

9

K7

K7

7.

TOR NO GUTTER 9.91

PALING FENCE

UE TR N SU

E

12m

16m

21 NE o JU 3 5 M 6.

3P 31

8m

H RT NO

R TE IN

21

4m

W

NE JU o 8 ON 9 .2 NO 35

0m

1 : 200

S

12

1

N

W 21 NE o JU 4 M 2.6 9A 4

Shadow Diagram June 21st 3pm

20m

Sun angle information June

VISUAL SCALE 1:200 @ A3 08-May-20 11:47:28 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 13

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Shadow Diagram June 21st 3pm

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

TN

M N

K7 .2 RI D 13 GE .54 NO .

R E 13 SI D EN BR C IC K E

SHED

REMAINS OF OLD

DP 17189 LOT 15

9°5 12 0'20 .41 "

GRASS

Bx

FE

Bx

Bx

9.

24

DP

NC E

Bx

3Ø 0. 30 T 9.

9.22 PALMS X 2

LOT 35

15 Bx

Bx

3

SHED FIBRO

DP 17189

P R OAVER UG S H

PA VE D

TO 11 G .2 GRASS 8

ING PA L

TO 11 G . 57

ST E 9.1 P 2

RD

LOT 33

DP 17189

TOR 11.18

TOR 11.11 AWNING

TOR 10.88

DP 17189 LOT 14

& PLANKED

NO.15 RESIDENCE

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

TOR 11.30

EN

PA VE D

8.27 PA VE D

9 S .26 D OTEP OR

TO 11 G .28

TOR 11.57

RIDG E 14.01

LOT 36

DP 17189

DWELLING WINDOW SECONDARY SILL PLANKED 10.86 LINTEL 11.96

DP 17189 LOT 17

W R E NO EA SI .1 TH DE 1 ER NC BO E AR D

TOG 12.61 WINDOW SILL 10.86 LINTEL 11.96

7.78

GRASS

33

DRIVEWAY CONCRETE

9.04 RE N S O BRID. EN 13IC K CE

DRIVEWAY CONCRETE

GRASS

CO N PO C RE RC TE H

RL 7.45 AHD BENCH MARK NAIL IN KERB

CARPORT BRICK

ST EP

Bx

Bx

X

PA VE D

Bx

I

L 9. 2 F L EVE4 OO L R

Bx

I

GA

EASEMENT FOR WATER SUPPLY, 1.22 WIDE (G541094)

Bx

Bx

11

PA PA TIO RO VED OV OF ER

Bx

I

LOT B DP 378412

05

PA VE D

Bx

I

T

Bx

LM34 PA 9.

CA RP OR

Bx

I

DRIVEWAY CONCRETE

Bx

9.

CA RP OR T

Bx

I

GRASS

Bx

89

9.

3

TO 11 G .40

Bx

Bx

S LM PA9.34

RI DG S E SETOR C O EY 16 .07 ND

Bx

99

DRIVEWAY

Bx

8.

CONCRETE

Bx

Bx

X

15

TO CO 1 1 G NC .70 PA RET TI E TO 8.9 O 5 14 G . 46 W IND SI L OW LIN9.8 L 0 11 TEL .1 R ID 2 13 GE .77

DP 17189 LOT 34

9 °5 12 0'20 . 41 "

I

I

I

I

I

7.45

I

WA M E TER TE R

99

Bx

Bx

S

9.

93

99

8.

Bx

11

09

8.

9.

85

83

40°53' 40°53' 25.145 25.145 8.

8.

86

Bx

8.

9.

98

11

87

I

8.

77

220°53' 50.29

NOT BxFENCED Bx Bx

Verandah

9.

8.

87

76

8

Bx

8.

87

91

8.

79

I

DP

6 .7

Bx

DP

8.

8.

I

8.

8.

77

87

63

I

8

Bx

LM PA.10 9

9. 0 ST8 EP S

8.

5 .7

5 Bx

08

88

Proposed Double Storey Container House 8.

9. 0

Bx

9.

77

Bx

8.

8.

8

Bx

00

78

8.

68

Bx

9.

8.

48

I

8.

6 .7

Bx

92

64

8.

I

53

Bx

Porch

8.

I

8.

Bx

8.

DP

Bx

04

9 64 Carport 1 8.

58

28

70 o 2 22 6'50 .00 " 5

3 .0

8.

8.

ON C S ON W LAB C .TOG A 1 TA TER 1.02 NK

57

Bx

8.

8.

Bx

09

52

BxDP

Bx

9.

40

39 8.

I

DP 378412 LOT A

75

79

78

Bx

9.

8.

6Ø 0.

T .86 8

8.

Bx

07

Bx

9.

Bx

96

47 8.

Bx

55

P 28

TO 11 R .27

39 8.

8.

PA 19 LI 8. F EN NG CE

8.

36

8.

UM ST8.40

40

18 8. LM PA

8.

8.

8.

4

8.

LM PA

50

X

62

5 8.2

30

52

S

8

8.

2 .2

8.

LM PA.89 7 (A)

(B)

20

8

3Ø 0. 6 T 8. 8

Ø 25 0.

T .81 8

8.

8.

78

8.

18

52

58

(3.

0)

7.

7.

DRIVEWAY CONCRETE

67

56

8.

RL 7.59 AHD NAIL IN KERB BENCH MARK

I

8.

LM PA8.41

S LM .33 PA 8

8.

8 .4

8.

8.

8.

18 8. LM PA

LM PA8.49

E PL TI UL

34

2

7

04 8. LM PA

Existing brick residence to be demolished

36

34

23

95

(5.

32 )

(6.08)

8.

8.

94

R ID G E 12 .72

M

8.

33

TO 11 G . 60

8.

.6

.6

98 7. LM PA 00 8.

18

8.

08

98

7.

K7

K7

7

2 .8

97 5 7. 0.

T

8.

LM8 PA8.4

2

8.

7.

74 7.

7.

19

27

X

LM PA.18 8

LM PA.22 8

S

LM PA.18 8

LM PA.21 8

78

LE

8.

8.

7.

12

42

60

PO

4

Sit ea cce ss

8.

8.

7.

ER LE OW4 HO P 7.5 AN M .48 7

09

PALING FENCE

I

7 8.

40°53' 50.29

I

8Ø 0.

.3

.5

49

PALING FENCE

I

T

1Ø 1.

T .57 7

WEATHERBOARD

9

K7

K7

7.

TOR NO GUTTER 9.91

PALING FENCE

!P.1.Planting Schedule

Landscaping Plan 1

Legend

1 : 200

Image

Grass

MARK

4m

8m

12m

16m

COMMON NAME

MATURE HEIGHT COUNT

SHRUBS Bx

0m

LATIN NAME

BUXUS MICROPHYLLA VAR. MICROPHYLLA

BOX

1M

53

20m

VISUAL SCALE 1:200 @ A3 08-May-20 11:47:33 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 14

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Landscape Plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

Planting In Garden Beds Detail

Ground Preparation Grassed Area: Turf Using Imported Topsoil Detail

Ground Preparation Planting Area Using Imported Topsoil Detail

Note Except where otherwise noted, or contained by paving, all gardens shall be 1.000 in width. Localised widenings for trees shall increase garden widths to 2.000. garden beds incorporating existing trees shall be set out such that edging is placed 500 (min) from tree stem.

15-35 Litre Tree Planting Detail

Brick Garden Edge Detail

Plan

08-May-20 11:47:34 AM

VNdraft PTY LTD Š COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 15

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Landscape Details

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

TN

M N

K7 .2 DP 17189 LOT 14

& PLANKED

RI D 13 GE .54 NO .

R E 13 SI D EN BR C IC K E

TOR 10.88

DP 17189

TOR 11.11 AWNING

DP 17189 LOT 34

SHED

9°5 12 0'20 .41 "

ING LOT 35

15 NC E FE

9.22 PALMS X 2

DP 17189

GRASS

PA VE D TO 11 G . 28 GRASS

ST EP

REMAINS OF OLD

DP 17189 LOT 15

PA L

TO 11 G . 57

ST E 9.1 P 2

RE N S O BRID. EN 13IC K CE L 9. 2 F LEVE4 OO L R

PA VE D

P R OAVER UG S H

RD

9 S .26 D OTEP OR

9.04 EN

PA VE D

T CA RP OR

CO N PO C RE RC TE H

DRIVEWAY CONCRETE

Legend

TO 11 G .28

TOR 11.57

- Sedimnet 1.8m fence

1.8m high chain-wire fence, cladded internally TOG with hessian or Geotextile fabric.

W R E NO EA SI .1 TH DE 1 ER NC BO E AR D

12.61

T RIDG E 14.01

LOT 36

DWELLING WINDOW SECONDARY SILL PLANKED 10.86 LINTEL 11.96

WINDOW SILL 10.86 LINTEL 11.96

DP 17189 LOT 17

- Site access

DP 17189

GRASS

GA

8.27 PA VE D

DRIVEWAY CONCRETE

TO 11 G .40

DRIVEWAY

CONCRETE

LOT 33

NO.15 RESIDENCE

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

TOR 11.30

GRASS

33 7.78

GRASS

9 °5 12 0'20 . 41 "

DRIVEWAY CONCRETE

CARPORT BRICK

RL 7.45 AHD BENCH MARK NAIL IN KERB

TOR 11.18

24

DP

9.

3

SHED FIBRO

I

3Ø 0. 30 T 9.

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PA VE D

I

11

PA PA TIO RO VED OV OF ER

9.

CA RP OR T

I

3

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S LM4 PA9.3

RI DG S E SETOR C O EY 16 .07 ND

05

X

LOT B DP 378412

I

LM34 PA 9.

9.

S

15

TO CO 1 1 G NC .70 PA RET T E TO 8.9 IO 5 14 G . 46 W IND SI L OW LIN9.8 L 0 11 TEL .1 R ID 2 13 GE .77

I

89 I

I

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I

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7.45

I

WA M E TER TE R

99

8.

99

LM PA.10 9

9.

93

8.

08

DP 378412 LOT A

8.

77

DRIVEWAY CONCRETE

6Ø 0.

T .86 8

8.

07

9.

98

8.

09

40°53' 25.145

9.

86

85

83

8.

8.

8.

76

8.

11

87

I

8.

Verandah

9.

8.

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DP

00

91

87

79

9.

8.

8.

8.

87

75

DP

8.

76

8.

77

87

8.

8.

8

11

04

78

8.

I

BI N

9.

8.

48 63

I

8.

8 .6

9. 0 ST8 EP S

88

Proposed Double Storey Container House

76 8.

I

8

7 .7

9.

92

64

8.

I

8

3 .5

8.

Porch

8.

DP

9.

03

99

EASEMENT FOR WATER SUPPLY, 1.22 WIDE (G541094)

09

9.

220°53' 50.29

NOT FENCED

5

9.

57

96

8.

9. 0

DP

64 Carport 1 8.

8.

8.

52

8.

I

70 o 2 22 6'50 .00 " 5

78

50

47

58

28

I

28

8.

8.

40 8.

39 ON 8.

CO N S W LAB C .TOG A 1 TA TER 1.02 NK

8.

PA 19 LI 8. F EN NG CE 8.

TO 11 R .27

39 8.

8.

18 8. LM PA

36

55

P

18 8. LM PA

8.

8.

UM ST .40 8

40

M

52

4

8.

L PA

48

8.

X

62

04 8. LM PA

5 8.2

30

52

S

8

8.

8.

8.

LM PA.89 7 (A)

(B)

20 2 .2

8.

8.

23

58

(3.

0)

7.

7.

7

(6.08)

18

79

78

34

8.

8.

RL 7.59 AHD NAIL IN KERB BENCH MARK

56

8.

S LM .33 PA 8

8.

3Ø 0. 6 T 8. 8

Existing brick residence to be demolished

36

75

8.

8.

E PL TI UL

34

M

8.

33

R ID G E 12 .72

8.

2

8.

Ø 25 0.

T .81 8

8.

08

98

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.6

98 7. LM PA 00 8.

(5.

32 )

67

2

8.

7.

K7

K7

2 .8

97 5 7. 0.

T

8.

I

8.

18

LM PA8.41 LM PA8.49

LM8 PA8.4

27

X

LM PA.18 8

LM PA.22 8

S

LM PA.18 8

LM PA.21 8

78

8.

8.

7.

LE

TO 11 G . 60

94

95 7.

7

19

42

60

PO

4 .7

7.

8.

8.

7.

ER LE OW4 HO P 7.5 AN M .48 7 7

8

40°53' 50.29

B1. This plan to be read in conjunction with sediment and erosion. Control details as attached.

B2. The contractor shall implement all soil erosion and sediment. Control measures as necessary and to the satisfaction of council prior to the commencement of and during construction. No disturbance to the site shall be permitted other than in the immediate area of the works and no material shall be removed from the site without council's approval. All sediment and erosion control devices to be installed and maintained in accordance with standards outlined in nsw department of housing's "managing urban stormwater - soils and constructions".

B3. Topsoil shall be stripped and stockpiled outside hazard areas such as drainage lines. This topsoil is to be respired later on areas to be revegetated and stabilised only, (i.e. all footpaths, batters, site regarding areas, basins and catchdrains). Topsoil shall not be respired on any other areas unless specifically instructed by the superintendent. If they are to remain for longer than one month stockpiles shall be protected from erosion by covering them with a mulch and hydroseeding and, if necessary, by locating banks or drains downstream of a stockpile to retard silt laden runoff.

B4. The contractor shall regularly maintain all sediment and erosion control devices and remove accumulated silt from such devices such that more than 60% of their capacity is lost. All the silt is to be placed outside the limit of works. The period for maintaining these devices shall be at least until all disturbed areas are revegetated and further as may be directed by the superintendent or council.

B5. Lay turf strip (min 300mm wide) on 100mm topsoil. with 1.0m long returns every 6.0m behind all kerb at the top of all batters and around structures immediately after backfilling or formation. b6.

B6. The contractor shall grass seed all disturbed areas with an approved mix as soon as practicable after completion of earthworks and regrading.

B7. Vehicular traffic shall be controlled during construction confining access where possible to nominated stabilised access points.

B8. When any devices are to be handed over to council they shall be b8. in clean and stable condition.

B9. The contractor shall implement dust control by regular wetting down. (but not saturating) disturbed area.

B10. Provide and maintain silt traps around all surface inlet pits until catchment is revegetated or paved.

B11. Revegetate all trenches immediately upon completion of backfilling.

B12. All drainage pipe inlets to be capped until : a) Downpipes connected b) Pits constructed and protected with silt barrier - ba

I

7

4

Sit ea cce ss

PALING FENCE

2 .1

I

8Ø 0.

.3

.5

49

09 8.

PALING FENCE

I

T

1Ø 1.

T 7.57

WEATHERBOARD

9

K7

K7

7.

TOR NO GUTTER 9.91

PALING FENCE

Notes

- Site toilets

- Bin storage Site shed Location of stockpile material and waste. ie. bricks, tiles & similar materials, timber offcuts and recyclable materials & waste for landfill top soil, sand stockpile to be covered and protected with geotextile fabric Stablised site access Vehicles carrying loose building materials to be covered in compliance with road traffic regulations. Safe access for heavy equipment plant and materials delivery, sediment controls to be placed across driveway

Erosion And Sediment Control/ Site - Waste Management Plan 1 0m

Material storage Construction materials storage area location of stockpile material and waste. ie. bricks, tiles & similar materials, timber offcuts and recyclable materials & waste for landfill

1 : 200 4m

8m

12m

16m

Any damage to existing &/or adjoining property &/or services is to be made good with minimal if any inconvenience to all proprietors. If any damage is due to negligence, it is to be rectified at the cost of the negligent party which caused that damage. Method of support of excavation adjacent to adjoining properties to eng's details and it is to be certified by a certifier accredited in civil engineering

20m

VISUAL SCALE 1:200 @ A3 08-May-20 11:47:41 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 16

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Erosion And Sediment Control/ Site - Waste Management Plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

Geotextile Filter Fabric Drop Inlet Sediment Trap

Sandbag Kerb Inlet Sediment Trap

Geofabric Lined Silt Fence (Structure Type A)

Temporary Construction Exit

Sediment Fence

Straw Bale Sediment Filter

Detail Of Stabilised Site Access

08-May-20 11:47:50 AM

VNdraft PTY LTD Š COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 17

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Erosion And Sediment Control

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com

TN

M N

K7 .2 DP 17189 LOT 14

& PLANKED

RI D 13 GE .54 NO .

R E 13 SI D EN BR C IC K E

TOR 10.88

DP 17189 DP 17189 LOT 34

SHED

9°5 12 0'20 .41 "

ING LOT 35

NC E FE

9.22 PALMS X 2

DP 17189

15

GRASS

PA VE D TO 11 G . 28 GRASS

ST EP

REMAINS OF OLD

DP 17189 LOT 15

PA L

TO 11 G . 57

ST E 9.1 P 2

RE N S O BRID. EN 13IC K CE L 9. 2 F LEVE4 OO L R

PA VE D

P R OAVER UG S H

RD

9 S .2 D OTEP6 OR

9.04 EN

PA VE D

T CA RP OR

CO N PO C RE RC TE H

DRIVEWAY CONCRETE

GRASS

GA

8.27 PA VE D

TO 11 G .28

RIDG E 14.01

LOT 36

DP 17189

DWELLING WINDOW SECONDARY SILL PLANKED 10.86 LINTEL 11.96

DP 17189 LOT 17

W R E NO EA SI .1 TH DE 1 ER NC BO E AR D

TOG 12.61 WINDOW SILL 10.86 LINTEL 11.96

DRIVEWAY CONCRETE

WA M E TER TE R

TOR 11.11 AWNING

24

TOR 11.57

Boundary line

North East Elevation

LOT 33

NO.15 RESIDENCE

SILL 9.34 WINDOW LINTEL 10.54 TOR 11.11 BOX GUTTER FROSTED WINDOW

TOR 11.30

GRASS

33 7.78

GRASS

9 °5 12 0'20 . 41 "

DRIVEWAY CONCRETE

CARPORT BRICK

RL 7.45 AHD BENCH MARK NAIL IN KERB

7.45

TOR 11.18

9.

3

SHED FIBRO

X

PA VE D

I

S LM4 PA9.3

3Ø 0. 30 T 9.

PA PA TIO RO VED OV OF ER

11

CA RP OR T

9.

I

TO 11 G .40

3

15

RI DG S E SETOR C O EY 16 .

07 ND

05

X

I

9.

S

LOT B DP 378412

I

I

I

I

I

I

RL 7.59 AHD NAIL IN KERB BENCH MARK

I

DRIVEWAY

I

LM34 PA 9.

CONCRETE

89

99

LM PA.10 9

9.

TO CO 1 1 G NC .70 PA RET T E TO 8.9 IO 5 14 G . 46 W IND SI L OW LIN9.8 L 0 11 TEL .1 R ID 2 13 GE .77

I

8.

8.

08

DP 378412 LOT A

99

77

DRIVEWAY CONCRETE

8.

8.

07

9.

98

DP

09

93

9.

8.

3Ø 0. 6 T 8. 8

78

6Ø 0.

T .86 8

8.

9.

09

8.

11

40°53' 25.145 85

83

86

8.

8.

8.

Verandah

9.

87

I

76

00

91

87

8.

I

8.

9.

8.

8.

79

87

76

8.

DP

8.

8.

I

75

87

77 8.

8.

8.

Proposed Double Storey Container House

76

PS

99

EASEMENT FOR WATER SUPPLY, 1.22 WIDE (G541094)

11

04

78

63

I

8.

8.

9. 0 ST8 E

9.

92

8.

48

I

68

77 8.

88

8.

64

8.

I

8.

8.

Porch

8.

I

53 8.

220°53' 50.29

NOT FENCED

5

9.

03

DP

58

28

I

Notification Plan

9.

64 Carport 1 8.

8.

8.

ON C S ON W LAB C .TOG A 1 TA TER 1.02 NK

57

96

8.

8.

8.

52

9. 0

DP

9.

40

39 8.

70 o 2 22 6'50 .00 " 5

Ø 25 0.

T .81 8

78

50

47

55

P 28

8.

8.

8.

PA 19 LI 8. F EN NG CE 8.

TO 11 R .27

8.

UM ST .40 8

18 8. LM PA

36

39

79

8.

8.

4

40

18 8. LM PA

52

X

8.

M

8.

8.

52

S

62

L PA

5 8.2

30

8.

LM PA.89 7 (A)

(B)

7.

7

04 8. LM PA

8.

22 8.

8

8 .4

8.

0)

20

75

56

8.

S LM .33 PA 8

8.

34

58

(3.

7.

.6

(6.08)

18

8.

Existing brick residence to be demolished

36

8.

23

2

K7

98 7. LM PA 00 8.

8.

67

E PL TI UL

34

8.

8.

.6 97 5 7. 0.

T

(5.

32 )

8.

I

8.

R ID G E 12 .72

M

8.

33

94

95

LM PA8.41 LM PA8.49

18

8.

08

98

TO 11 G . 60

DP

Boundary line

8.

LM8 PA8.4

2

8.

7.

K7

7.

82 7.

19

27

X

LM PA.18 8

LM PA.22 8

S

LM PA.18 8

LM PA.21 8

78

LE

4 .7

7.

8.

8.

7.

12

42

60

PO

4

7

8.

8.

7.

ER LE OW4 HO P 7.5 AN M .48 7

09

PALING FENCE

I

7 8.

40°53' 50.29

I

8Ø 0.

.3

.5

Sit ea cce ss

49

PALING FENCE

I

T

1Ø 1.

T 7.57

WEATHERBOARD

9

K7

K7

7.

TOR NO GUTTER 9.91

PALING FENCE

Boundary line

North West Elevation

South East Elevation

Boundary line

South West Elevation 08-May-20 11:47:59 AM

VNdraft PTY LTD © COPYRIGHT Reproduction of the whole or part of the document constitutes and infringes copyright. The information, ideas and concepts contained in this document is/are confidential. The recipient(s) of this document is/are prohibited from disclosing such information ideas and concepts to any person without prior written consent of the copyright holder. Contractor to check and verify all levels, datums & dimensions on site and shall report any discrepancies or omissions to this office prior to start of work & during the construction phase.

This drawing is to be read and understood in conjunction with structural, mechanical, electrical and or any other consultant/s documentation as may be applicable to the project prior to start of work & it's duration. Measurement scaling of this drawing shall only be permitted in its digital form.

Project no 457545677 VBDRPS

Sheet no 18

Issue

Date

Amendment

D

...

...

VNdraft PTY LTD One stop & Best fee guarantee

Client/s

Graham

A

25.03.20

Issued for client

E

...

...

Address

13A Burrawong Rd Avalon Beach NSW 2107

B

17.04.20

Issued for client

F

...

...

Drawing

Notification Plan

C

08.05.20

Issued for client

G

...

...

24 Second Ave Kingswood NSW 2747 info@vndraft.com 0451318888 ABN : 87625554252 VNdraft.com