Strata Site Plan - City of Vincent · PDF fileStrata Site Plan Scale 1:100 D r y i n ... These...
10
C o u r t y a r d RL :17.071 RL :16.728 C o u r t y a r d 2150 B G2 G2 A A 500 550 3 x Letterboxes 3 x Letterboxes 3 x Comb Meterbox's 20 20 50 Proposed Townhouse 2 Proposed Townhouse 1 Proposed Townhouse 6 Proposed Townhouse 5 Proposed Townhouse 4 Proposed Townhouse 3 Spoondrain and Grate A2 B2 C2 D2 E2 F2 F2 E2 D2 C2 B2 A2 9 8 7 6 5 4 3 2 1 RL :18.800 RL :18.800 RL :18.457 RL :18.800 RL :19.143 RL :18.800 RL :19.143 FFL :19.229 RL :18.800 FFL :18.886 a/c a/c 1900 1600 13700 13700 1900 3760 4290 3750 3750 4290 4060 1600 22150 6130 2470 4690 2210 4500 E n t r y S t o r e D r y i n g C o u r t D o u b l e G a r a g e E n t r y S t o r e D o u b l e G a r a g e C o u r t y a r d C o u r t y a r d A n z a c R o a d RL :16.385 RL :16.728 RL :17.071 D o u b l e G a r a g e FFL :16.471 1910 D o u b l e G a r a g e FFL :16.814 D o u b l e G a r a g e FFL :17.157 50 20 20 RL :17.414 FFL :17.500 1910 1550 11520 13700 13700 1910 4880 5000 1910 1910 5000 4880 1910 38150 5430 6680 2460 10010 500 E G F H D C E G F H D C B 3 5 7 9 8 6 4 2 1 D o u b l e G a r a g e W S E N Strata Site Plan Scale 1:100 D r y i n g C o u r t Client: Date: Sheet no: Rev: Scale @ A1: Title: Project: Checked: Drawn: GENERAL NOTES Rev: Ammendment: Date: Drawn: Rev: Ammendment: Date: Drawn: 1. All dimensions to be checked & verified by builder prior to commencement of work. 2. Dimensions indicate sub-structure size prior to finish surface treatment. 3. These drawings are to be read in conjunction with Engineers drawings. 4. Builder to re-peg property to confirm exact boundary location prior to construction. 5. Building setout to be confirmed by builder prior to any site excavations. 6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work. 7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia. 8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion. 9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements. 10. Do not scale from drawings. - - - - 11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work. 12. All soakwell sizes and locations to comply with local authority. 13. A 30mm setdown to concrete slab in all wet areas. 14. No structural work to be carried out without relevant structural drawings. 15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications. 16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house. 17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort. 18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces. 19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site. TOWNHOUSE DEVELOPMENT #77 and #79 ANZAC ROAD MT HAWTHORN RD 1:100 STRATA SITE PLAN 29 JULY 2016 3 x Comb Meterbox's C o u r t y a r d C o u r t y a r d RL :17.414 RL :16.385 6.91m FW FW S t o r e S t o r e RL :18.185 0.50m 0.50m 6.91m S t o r e Bin storage wash down enclosure S t o r e Screw Piles 1.5m wide Service Access 1.5m wide Service Access 0.5m widening of R.O.W as per Planning requirements Issued for Planning Approval 30 Oct '17 mjt 11.72m 22.20m 22.20m 37.65m 38.15m 38.15m 38.15m 38.15m 37.65m 37.65m 6.81m 6.91m 6.91m 6.81m 5 Lot Area 260.16m2 4 Lot Area 260.38m2 6 Lot Area 260.00m2 3 Lot Area 260.12m2 Common Property Easement (Hatched) 96.00m2 2 Lot Area 260.00m2 4.00m 11.72m 1 Lot Area 260.00m2 1.00m 3.00m 4.40m 6.00m 1.00m 6.00m Pedestrian & Service Easement in favour of Lot 3 Pedestrian & Service Easement in favour of Lot 6 Bin Service Easement burdening Lot 4 to the benefit of Lots 1 - 3, 5 and 6. Bin Service Easement burdening Lot 5 to the benefit of Lots 1 - 4 and 6. Vehicle & Service Easement in favour of Lot 1, 3, 4, 5 & 6 Vehicle & Service Easement in favour of Lot 2, 3, 4, 5 & 6 1.55m 1.55m 1.55m 1.55m Service Easement in favour of Lots 5 & 6. 1.55m 1.55m 1.55m Service Easement in favour of Lots 3 & 4. 1.55m 1.60m 2.00m 4.40m 2.00m 3.00m 1.60m 22.20m 22.20m 4.91m 37.65m 1.00m 1.00m 1.00m 3.2m 3.2m 3.2m 3.2m 2.00m 2.00m 2.00m 6.91m 6.91m 6.91m 11.72m 11.72m 6.91m 6.81m 6.81m 4.91m
Transcript of Strata Site Plan - City of Vincent · PDF fileStrata Site Plan Scale 1:100 D r y i n ... These...
C o u r t y a r dRL :17.071
RL :16.728
C o u r t y a r d
2150
B
G2
G2
A
A
500
550
3 x Letterboxes
3 x Letterboxes
3 x CombMeterbox's
20
20
50
Proposed Townhouse 2
Proposed Townhouse 1
Proposed Townhouse 6
Proposed Townhouse 5
Proposed Townhouse 4
Proposed Townhouse 3
Spoondrain and Grate
A2B2C2D2E2F2
F2 E2 D2 C2 B2 A2
9
8
7
6
5
4
3
2
1
RL :18.800
RL :18.800
RL :18.457
RL :18.800
RL :19.143
RL :18.800
RL :19.143
FFL :19.229
RL :18.800FFL :18.886
a/ca/c
1900
1600
13700
13700
1900
3760
4290
3750
3750
4290
4060
1600
22150
6130 2470 4690 2210 4500
E n t r y
S t o r eD r y i n gC o u r t
D o u b l e G a r a g e
E n t r y
S t o r e
D o u b l e G a r a g e
C o u r t y a r d
C o u r t y a r d
A n
z a c R
o a
d
RL :16.385
RL :16.728
RL :17.071D o u b l e G a r a g e
FFL :16.471
1910
D o u b l e G a r a g e
FFL :16.814
D o u b l e G a r a g e
FFL :17.157
50
20
20
RL :17.414
FFL :17.5001910
155011520
13700
13700
1910
4880
5000
1910
1910
5000
4880
1910
38150
5430 6680 2460 10010 500
EG FH D C
EG FH D C B
3
5
7
9
8
6
4
2
1
D o u b l e G a r a g e
W
S
E
N
Strata Site PlanScale 1:100
D r y i n gC o u r t
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
RD
1:100
STRATA SITE PLAN29 JULY 2016
3 x CombMeterbox's
C o u r t y a r d
C o u r t y a r d
RL :17.414
RL :16.385
6.9
1m
FW
FW
S t o r e
S t o r e
RL :18.185
0.50m
0.50m
6.9
1m
S t o r e
Bin storagewash downenclosure
S t o r e
Screw Piles
1.5
m w
ide
Serv
ice A
ccess
1.5
m w
ide
Serv
ice A
ccess
0.5
m w
idenin
g o
f R.O
.Was p
er P
lannin
g re
quire
ments
Issued for Planning Approval 30 Oct '17mjt
11.72m
22.20m
22.20m
37.65m38.15m
38.15m
38.15m
38.15m37.65m
37.65m
6.81m6.91m
6.91m6.81m
5Lot Area260.16m2
4Lot Area260.38m2
6Lot Area260.00m2
3Lot Area260.12m2
Common PropertyEasement(Hatched)96.00m2
2Lot Area260.00m2
4.0
0m
11.72m
1Lot Area260.00m2
1.0
0m
3.0
0m
4.40m
6.00m
1.0
0m
6.00m
Pedestrian & Service Easement in favour of Lot 3
Pedestrian & Service Easement in favour of Lot 6
Bin Service Easementburdening Lot 4 to the benefit of Lots 1 - 3, 5 and 6.
Bin Service Easementburdening Lot 5 to the benefit of Lots 1 - 4 and 6.
Vehicle & Service Easement in favour of Lot 1, 3, 4, 5 & 6
Vehicle & Service Easement in favour of Lot 2, 3, 4, 5 & 6
1.5
5m
1.55m
1.55m
1.5
5m
Service Easement in favour of Lots 5 & 6.
1.5
5m
1.55m
1.5
5m Service Easement in
favour of Lots 3 & 4.1.55m
1.60m
2.0
0m
4.40m 2.0
0m
3.0
0m
1.60m
22.20m
22.20m
4.9
1m
37.65m
1.00m
1.00m
1.00m
3.2
m 3.2
m3.2
m
3.2
m
2.00m
2.00m
2.00m
6.9
1m
6.9
1m
6.91m
11.72m11.72m
6.91m6.81m
6.81m4.9
1m
B
G2
G2
A
A
top ofwall
RL:21.53
A2B2C2D2E2F2
F2 E2 D2 C2 B2 A2
9
8
7
6
5
4
3
2
1
EG FH D C
EG FH D C B
3
5
7
9
8
6
4
2
1
single storeybrick & tile houseApprox FL:19.48ridge RL:24.96
827m²4
limestonestep/seat
double storeybrick house under
constructionApprox FL:16.44
top of twinsideretaining wall
RL:16.92
septictank lid
colorbondfence
double storeybrick & iron houseApprox FL:20.18
double storeybrick & iron houseApprox FL:18.56
single storeybrick & iron houseApprox FL:18.63
single storeybrick & iron houseApprox FL:18.08ridge RL:23.55
top ofwall
RL:21.22
top ofwall
RL:20.8
TBMSPIKE INBITUMENRL:19.39
top ofwall
RL:21.80
galv. ironcarport
concretecrossover
brick & irongarage
buildingsupplies
limes
tone
scr
eenw
all
on to
p of
bric
kwal
l
SM/H4006
20
19
19
19
19
18
18
1716.90
17.01
16.96
17.09
17.5916
.95
16.97
18.53
18.49
18.8818
.75
18.72
18.95
18.99
25.49
16.12
15.93
18.75
18.65
18.17
18.7
2
18.74
18.3
6
20.16
20.08
19.92
19.31
18.60
19.22
19.09 19
.47
20.01
19.35
18.88
21.06
19.54
19.48
18.71
19.79
19.71
18.40
16.96
16.69
16.68
17.62
17.46
17.41
17.40
17.40
19.33
20.13
13 .72m
13 .72m
13 .72m
13 .72m
60.35m
60.35m
60.35m
827m²
19.87
19.41
19.18
18.84
18.73
19.54 19
.87
19.02
19.06
18.62
18.37
18.3917.85R.O
.W.
50
1
CP32638
3
2
89°53'45"
89°53'45"
90°6'
15"
90°6'
15"
89°53'45"
89°53'45"
15.94
16.36
16.95
17.43
18.88
19.42
19.91
20.36
17.14
18.53
17.60
17.5017
.46
16.17
16.23
16.23
17.03
17.06
18.44
17.43
17.38
18.57
16.71
16.86 17
.26
17.57
18.17
19.11
16.26
19.94
17.57
16.58
16.26
17.53
17.59
17.58
17.54
18.24
18.25
16.91
16.75
16.29
17.53 18.41
18.5318.50
19.30
19.30
19.11
18.51
18.51
17.67
18.09 18
.48
16.74
16.84 16
.93
17.52
17.53
17.52
17.72
18.54
19.81
19.42
18.0718
.07
17.95
19.73
19.00
stacked timber
stacked timberstacked timber
shrubsnot fenced
SM/H 4019 approx sewer locationapprox sewer location
bitumen
bitumen
concrete footpathconcrete footpath
brick paved
grass
steps
steps
porch
porch
brick paved
brick paved
brick pavedbrick paved
ridge RL:23.7
garage
fibro fence
16.15
18.51
17.46
17.39
17.47
17.52
17.52
18.60
16.29
18.44
17.48
19.96
19.31
18.62
19.12
19.48
18.54
19.99
19.95
19.75
19.56
18.98
19.31
18.45 18.48
18.50
18.29
18.6
9
18.67
18.21
20.24
20.08
19.9119
.9519
.46 19.46
19.29
19.29
18.86 18.87
18.49
19.26
19.31
18.58
16.13
17.59
18.79
21.17
20.50
16.99
18.52
17.96
17.28
17
1
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
mjt
1:100
SITE PLAN
OF 070129 JULY 2016
9
16 Aug '16Issued for Planning Approval mjt2 30 Sept '16Planning Amendments mjt3 10 Oct '16Relocate Power Pole, Add Unit 1 Comb Meterbox. rd4 18 Oct '16Crossover amended mjt
5 10 Nov '16Deep Soil Landscaping Zones added mjt6 Planning Amendments: Front Fence, Garage Doors & Elevations. RD 27 April '177 Planning Amendments: Strata Boundary's, ROW Levels, Water
Corp Sewer ( Unit 6), Meter box locations (Units 3, 4, 5 & 6).RD 17 Aug '17
1.00m
1.00m
1.00m
3.2
m 3.2
m3.2
m
3.2
m
2.00m
2.00m
2.00m
6.9
1m
1.0
0m
3.0
0m
4.40m
6.00m
1.0
0m
6.00m
1.5
5m
1.55m
1.55m
1.5
5m
1.5
5m
1.55m
1.5
5m
1.55m
1.60m
2.0
0m
4.40m 2.0
0m
3.0
0m
1.60m
6.9
1m
6.9
1m
8 Bin Store Enclosure doors ammended mjt 19 Sept '17
9 Service Corridor Access increased to 1.50mTownhouse 6 Drive levels amended
mjt 06 Oct '17
6.9
1m
1220
15% (39.00m2) Deep Soil Landscaping Zonew/- mature plantings (shaded area)
(as per City of Vincent requirements)
2150
11.7
2m
22.20m
22.20m
37.65m
38.15m
38.15m
38.15m
38.15m
37.65m
37.65m
6.9
1m
11.7
2m
11.7
2m
22.20m
RL :1
7.4
1R
L :17.0
1R
L :16.5
9R
L :16.1
6R
L :15.9
4
500
550
6.8
1m
6.9
1m
6.9
1m
6.8
1m
15% (39.00m2) Deep Soil Landscaping Zonew/- mature plantings (shaded area)
(as per City of Vincent requirements)
15% (39.00m2) Deep Soil Landscaping Zonew/- mature plantings (shaded area)
(as per City of Vincent requirements)
15% (40.53m2) Deep Soil Landscaping Zonew/- mature plantings (shaded area)
(as per City of Vincent requirements)
15% (39.00m2) Deep Soil Landscaping Zonew/- mature plantings (shaded area)
(as per City of Vincent requirements)
15% (39.00m2) Deep Soil Landscaping Zonew/- mature plantings (shaded area)
(as per City of Vincent requirements)
Existing CrossoverTo be removed
RelocatedPower Pole
3 x Letterboxes
3 x Letterboxes
Intercom
3 x CombMeterbox's
FW
FW
RL :1
8.1
85
TO
P O
F B
AN
K
BO
TTO
M O
F B
AN
K
TO
P O
F B
AN
K
BO
TTO
M O
F B
AN
K
TO
P O
F B
AN
K
TO
P O
F B
AN
K
BO
TTO
M O
F B
AN
K
BO
TTO
M O
F B
AN
K
RL :18.871
RL :18.871
RL :18.871
S t o r e
stepsup
RL :18.528S t o r e
RL :18.185
Existing Power Poleto be relocated
1000
Existing Street Verge Tree
1.0M Offset Linefrom Tree Base
Existing Street Verge Tree
New Crossover(To City of Vincent
requirements)
Existing SideEntry Gulley
Intercom
Spoondrain and Grate at Front Boundary
Spoondrain and Grate at Front Boundary
Spoondrain and Grate at Front Boundary
Spoondrain and Grate at Front Boundary
RL :1
6.8
0R
L :16.2
7R
L :17.1
6
RL :17.414
RL :17.071
RL :16.728
RL :16.385
RL :18.185
RL :18.871
20
20
50
5Lot Area
260.16m2
4Lot Area
260.38m2
6Lot Area
260.00m2
3Lot Area
260.12m2
Proposed Townhouse 2
Proposed Townhouse 1
Proposed Townhouse 6
Proposed Townhouse 5
Proposed Townhouse 4
Proposed Townhouse 3FFL :18.543
FFL :18.886
Spoondrain and Grate
Spoondrain and Grate
stepsup
RL :19.125RL :18.628RL :18.628RL :18.715 RL :18.900 RL :19.350
RL :18.800
RL :18.628
stepsup
stepup
RL :18.800
RL :18.457
stepsup
stepsup
stepsup
stepsup
RL :18.114
RL :18.800
RL :18.457
RL :18.457 RL :18.800
RL :18.800 RL :19.143
RL :18.457
RL :18.800
RL :18.800
RL :18.628
RL :19.143
RL :18.800
RL :19.500
RL :19.143
FFL :19.229
RL :18.800
FFL :18.886
a/ca/c
1900
1020
1600
1020
13700
13700
1900
3760
4290
3750
3750
4290
4060
1600
22150
6130 2470 4690 2210 4500
E n t r y
S t o r eD r y i n gC o u r t
D o u b l e G a r a g e
E n t r y
S t o r e
D o u b l e G a r a g e
C o u r t y a r d
C o u r t y a r d
22.20m
Common PropertyEasement(Hatched)96.00m2
2Lot Area
260.00m2
4.0
0m
11.7
2m
A n
z a c R
o a
d
0.50m
0.50m
6.9
1m
1Lot Area
260.00m2StormwaterSoakwell
StormwaterSoakwell
StormwaterSoakwell
RL :16.385
RL :16.728
RL :17.071D o u b l e G a r a g e
RL :17.414
RL :17.071
RL :16.728
FFL :16.471
1910
D o u b l e G a r a g e
FFL :16.814
D o u b l e G a r a g e
FFL :17.157
50
StormwaterSoakwell
stepsup
stepsup
stepsup
S t o r e
20
20
RL :1
8.5
28
RL :1
7.8
42
RL :18.528
Bin storagewash downenclosure
RL :1
7.4
99
RL18.528
RL :18.886
RL :18.543
RL :16.385
RL :17.414
RL :16.385
RL :16.728
RL :17.071
RL :17.414
FFL :17.5001910
155011520
13700
13700
1910
4880
5000
1910
1910
5000
4880
1910
38150
5430 6680 2460 10010 500
D o u b l e G a r a g e
W
S
E
N
Site PlanScale 1:100
D r y i n gC o u r t
S t o r e
stepsup
3 x CombMeterbox's
Screw PilesScrew Piles
Screw Piles
Screw Piles
Screw Piles
20
20
20
50
1.0m wide Pedestrian Zonewith in
Common Property Easement
1.0m wide Pedestrian Zonewith in
Common Property Easement
1.5
m w
ide
Serv
ice A
ccess
1.5
m w
ide
Serv
ice A
ccess
1500
1500
1500
1500
0.5
m w
idenin
g o
f R.O
.Was p
er P
lannin
g re
quire
ments
RL :18.457
RL :18.114steps
up
A2
1
B2
C2
D2
E2
F2
2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A2
B2
C2
D2
E2
F2
A2
B2
C2
D2
E2
F2
A2
B2
C2
D2
E2
F2
limestonestep/seat
sept
icta
nk li
d
colo
rbon
dfe
nce
double storeybrick & iron houseApprox FL:20.18
double storeybrick & iron houseApprox FL:18.56
single storeybrick & iron houseApprox FL:18.08ridge RL:23.55
top
ofw
all
RL:
21.2
2
top ofwall
RL:20.8
TBMSPIKE INBITUMENRL:19.39
top ofwall
RL:21.53
top ofwall
RL:21.80
galv. ironcarport
concretecrossover
concretecrossover
20
19
19
19 19
18
18
17
16.90
17.59
16.95
16.97
18.53
18.49
18.88
18.75
18.72
18.95
18.99
25.49
18.75
18.65
18.17
18.72 18.74
18.36
20.16
20.0
8
19.92
19.31
18.60
19.22
19.09
19.47
20.01
19.35
18.88
21.06
19.54
19.48
18.71
19.7919
.71
18.40
16.96
17.62
17.4617.4117
.40
17.40
19.3
3
20.13
13.72m 13.72m
60.
35m
60.
35m
60.
35m
19.8719.41
19.1818
.84
18.73
19.54
19.87
19.02
19.06
18.62
18.37
18.39
17.8
5
1
CP3
2
2
89°53
'45"
89°53
'45"
90°6'
15"
18.88 19.42 19.91 20.36
18.53
17.6
0
17.50
17.46
17.03 17.06
18.44
18.57
16.86
17.26
17.5
7
18.17
19.11
19.94
17.53
18.24
18.25
17.53
18.4
1
18.53
18.50
19.30
19.30
19.11
18.51
18.51
17.67
18.09
18.48
16.93
17.52
17.53
17.52
17.72
18.54
19.81
19.42
18.07
18.07
17.95
19.73
19.00
stac
ked
timbe
r
shru
bs
SM/H
401
9SM
/H
SM/H
appr
ox s
ewer
loca
tion
concrete footpathconcrete footpath
brick paved gras
s
step
s
step
s
porc
h
porc
h
bric
k pa
ved
bric
k pa
ved
brick paved
brick paved
ridge
RL:
23.7
garage
fibro
fenc
e
18.5
1
17.52
17.52
18.60
18.4
4
17.48
19.96
19.31
18.62
19.12
19.48
18.54
19.9919
.95
19.7519
.56
18.98 19
.31
18.45
18.48 18.50
18.29
18.69
18.6
7
18.21
20.24
20.0819.91
19.95
19.46
19.4619.29
19.2918.86
18.87
18.49
19.26
19.3118
.58
17.59
18.79
21.17
20.50
16.99
18.52
17
6.91m
wcW C
Scale 1:100Upper Floor Plan
W
S
E
N
A n z a c R o a d
Common PropertyEasement(Hatched)
C o u r t y a r d
Ground Living - 70.79m2Carport - 44.24m2
Total Ground - 115.03m2
Upper Living - 87.80m2Front Balcony - 12.67m2
Total Upper - 100.47m2
Total Area - 215.50m2
Scale 1:100Ground Floor Plan
C o u r t y a r d
L i v e
fr fz
wmdr
sink
dw
K i t c h
pty
hp
rh
ov
tr
linenL' d r y
D o u b l e G a r a g e
D r y i n gC o u r t
S t o r e
P d rvwc
stairsup
E n t r yF o y e r
bench
B e d 23350 X 3000
B e d 33350 X 3000
W C
B e d 14600 X 4000
shr
shr
B a l c o n y
E n s
B a t h
bath
v
wc
v
linen
hi-lite windowhi-lite window
B e d 23350 X 3000
B e d 33350 X 3000
B e d 14600 X 4000
shr
B a l c o n y
E n s
B a t h
bath
v
linen
hi-lite window hi-lite window
wc
L i v e
D i n e
frfz
sink
dw
K i t c h
pty
hp
rh
ov
D o u b l e G a r a g e
D r y i n gC o u r t
S t o r e
P d rvwc
stairsup
E n t r yF o y e r
bench
1
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
mjt
1:100
FLOOR PLANS2 TOWNHOUSE
OF 070229 JULY 2016
5
16 Aug '16Issued for Planning Approval mjt
4500
2210
4690
2470
6130
20000
1600 4060 4290 3750 3750 4290 3760 1900
13700 13700
10201600 1020 1900
4500
2210
4690
2470
6130
20000
1600 4060 4290 3750 3750 4290 3760 1900
13700 13700
1600 2020 2020 1900
Lot Area272.25m2
1Lot Area
272.25m2
2
v
shr wc
v
v
a/c
hi-li
te w
indo
w
hi-li
te w
indo
w
a/c
FFL :18.886
RL :18.800
FFL :19.229
RL :19.143
RL :19.500
RL :18.800 RL :19.143RL :18.628 RL :18.800
RL :18.800RL :18.457
stepsup
wmdr tr
linenL' d r y
RL :19.143
RL :18.800
RL :18.800
RL :18.800
RL :18.457
RL :18.457 RL :18.800
RL :18.114
stepsup
stepsup
stepsup
stepsup
RL :18.457 RL :18.800
D i n e
stepup
stepsup
RL :18.628 RL :18.800
RL :19.350
RL :18.900
RL :18.457
RL :18.886RL :18.715
RL :18.628
RL :18.628
20
50
RL :19.125
Spoondrain and Grate
Spoo
ndra
in a
nd G
rate
3 x Letterboxes3 x Letterboxes
2 30 Sept '16Planning Amendments mjt
3 18 Oct '16Crossover amended mjt
New Crossover(To City of Vincent
requirements)
Existing Power Poleto be relocated
RelocatedPower Pole
Existing CrossoverTo be removed
4 27 April '17RDPlanning Amendments: Front Fence, Garage Doors & Elevations.
1000 90020
2200
6.91m 0.5
0m
0.5
0m
11.71m11.72m
4.00m
22.2
0m
22.2
0m
6.91m 0.5
0m
0.5
0m
11.71m11.72m
4.00m
22.2
0m
22.2
0m
22.2
0m
11.72m 11.72m
22.2
0m
22.2
0m
11.72m 11.72m
22.2
0m
3 x CombMeterbox's
3 x CombMeterbox's
6.91m
5 Planning Amendments: Strata Boundary's, ROW Levels, WaterCorp Sewer ( Unit 6), Meter box locations (Units 3, 4, 5 & 6).
RD 17 Aug '17
RL :18.114
stepsup
987654321
1
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
mjt
1:100
ELEVATIONS2 TOWNHOUSE
OF 070329 JULY 2016
5
16 Aug '16Issued for Planning Approval mjt
A2B2C2D2E2F2 A2 B2 C2 D2 E2 F2
A2 B2 C2 D2 E2 F2 A2B2C2D2E2F2
123456789 123456789
19.4
70
19.3
90
19.5
45
18.0
70 18.5
40 19.0
90 19.4
60
18.8
80
18.8
00
18.8
60
18.8
80
17.5
70
18.4
40
2 30 Sept '16Planning Amendments mjt3 27 April '17RDPlanning Amendments: Front Fence, Garage Doors & Elevations.4 06 July '17mjtRidge/Wall Height RLs added
G2 G2
G2 G2
FFL :19.229
UPPER FLOOR
UPPER CEILING
2572
257
2743
GROUND FLOORRL :18.800RL :18.886
RL :18.543RL :18.457
FFL :18.886
RL :18.114
UPPER CEILING
UPPER FLOOR
GROUND FLOOR
257
2743
2572
Rear Elevation - Lots 1 and 2Scale 1:100
Scale 1:100Side Elevation - Lot 1 Side Elevation - Lot 1
Scale 1:100Side Elevation - Lot 2
Scale 1:100Side Elevation - Lot 2
2572
2743
257
2572
2743
257
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
RL :19.350 RL :19.500
RL :18.628
RL :19.500RL :19.350
RL :18.900
RL :18.800RL :18.800
RL :18.457
RL :19.143RL :18.800
2743
257
2572
UPPER CEILING
UPPER FLOOR
GROUND FLOOR
Scale 1:100Front Elevation - Lots 1 and 2
20.1
60
20.0
10
19.5
40
19.4
70
19.3
50 18.8
80
2743
257
2572
UPPER CEILING
UPPER FLOOR
GROUND FLOOR
Scale 1:100Front Elevation - Front Screenwall
20.1
60
20.0
10
19.5
40
19.4
70
19.3
50
18.8
80FFL :19.229
RL :18.114
RL :18.900
RL :18.457 RL :18.628
FFL :18.886
18.8
80
19.11
0
19.9
20
20.1
60
20.0
80
20.1
30
RL :19.229RL :19.500RL :19.350
19.4
70
19.3
90
19.5
45
18.0
7018.5
4019.0
9019.4
60
FFL :18.886
2572
257
2743
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :18.886
2572
257
2743
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :18.886
2572
257
2743
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :19.229
FFL :19.229
2572
257
2743
UPPER FLOOR
UPPER CEILING
GROUND FLOOR
Scale 1:100
Selected Garage Door
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Drive Levels
Line of New Ground Levels
Cement Render w/- Acrylic Texture Coatto External Brickwork
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Ground Levels
Selected Metal Deck Roofat 25 deg Roof Pitch
Line of Existing Ground Levelsto Front Boundary Line
Line of New Drive LevelsLine of Existing Ground Levelsto Front Boundary Line
New Front Boundary Screen Walls(686 solid wall above natural ground levels w/-visually permeable screen above to 1800 high)
Cement Render w/- Acrylic Texture Coatto External Brickwork
Selected Garage Door
Cement Render w/- Acrylic Texture Coatto External Brickwork
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Drive Levels Line of New Ground Levels
Line of Existing Ground Levelsto Side Boundary Line
Line of Existing Ground Levelsto Side Boundary Line
Line of Existing Ground Levelsto Internal Boundary Line
Line of Existing Ground Levelsto Internal Boundary Line
Glass Balustrade toBCA requirements
Glass Balustrade toBCA requirements
Balustrade toBCA requirements
New Front Boundary Screen Walls(686 solid wall above natural ground levels w/-visually permeable screen above to 1800 high)
3 x Letterboxes
3 x Letterboxes
3 x CombMeterbox
3 x Letterboxes
3 x Letterboxes
Cement Render w/- Acrylic Texture Coatto External Brickwork
Recycled Red Face Brickin Stack Bond.
Glass Balustrade toBCA requirements
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Glass Balustrade toBCA requirements
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Balustrade toBCA requirements
Selected Metal Deck Roofat 25 deg Roof Pitch
Selected Metal Deck Roofat 25 deg Roof PitchSelected Metal Deck Roof
at 25 deg Roof Pitch
Selected Metal Deck Roofat 25 deg Roof Pitch
Selected Metal Deck Roofat 25 deg Roof Pitch
Selected Metal Deck Roofat 25 deg Roof Pitch
Selected Weatherboard Cladding over Brickwork
Cement Render w/- Acrylic TextureCoat to External Brickwork
Flat Metal Deck Roof BehindParapet, on 5 deg Roof Pitch
Selected Weatherboard Cladding over Brickwork
Flat Metal Deck Roof BehindParapet, on 5 deg Roof Pitch
Recycled Red Face Brickin Stack Bond.
Cement Render w/- Acrylic TextureCoat to External Brickwork
RIDGE RL : 26.667RIDGE RL : 26.324
RIDGE RL : 26.667 RIDGE RL : 26.667
RIDGE RL : 26.667
RIDGE RL : 26.324RIDGE RL : 26.324
RIDGE RL : 26.324
RIDGE RL : 26.667RIDGE RL : 26.324
1900
3 x CombMeterbox
5 Planning Amendments: Strata Boundary's, ROW Levels, WaterCorp Sewer ( Unit 6), Meter box locations (Units 3, 4, 5 & 6).
RD 17 Aug '17
single storeybrick & tile houseApprox FL:19.48ridge RL:24.96
827m²
4
limestonestep/seat
double storeybrick house under
constructionApprox FL:16.44
top of twinside
retaining wall
RL:16.92
septictank lid
colorbondfence
Approx FL:20.18
double storeybrick & iron houseApprox FL:18.56
single storeybrick & iron houseApprox FL:18.63
single storeybrick & iron houseApprox FL:18.08ridge RL:23.55
brick & irongarage
buildingsupplies
limestone screenwall
on top of brickwall
SM/H4006
19
19
18
18
1716.90
17.01
16.96
17.09
17.5916
.95
16.97
18.8818
.7518
.7218
.9518
.99
16.12
15.93
18.75
18.65
18.17
18.7
2
18.74
18.3
6
18.40
16.96
16.69
16.68
17.62
17.46
17.41
17.40
17.40
13 .72m
13 .72m
60.35m
60.35m
60.35m
827m²
19.02
19.06
18.62
18.3917.85R.O
.W.
50
CP32638
3
2
90°6'
15"
89°53'45"
89°53'45"
15.94
16.36
16.95
17.43
17.14
18.53
17.60
17.50
17.46
16.17
16.23
16.23
17.03
17.06
17.43
17.38
18.57
16.71
16.86 17
.26
17.57
19.11
16.26
17.57
16.58
16.26
17.53
17.59
17.58
17.54
18.24
18.25
16.91
16.75
16.29
17.53
191
18.51
17.67
18.09
16.74
16.84 16
.93
17.52
17.53
17.52
17.72
18.0718
.07
17.95
stacked timber
stacked timberstacked timber
shrubsnot fenced
SM/H 4019approx sewer location
bitu
men
bitu
men
steps
steps
brick paved
brick paved
ridge
garage
fibro fence
16.15
17.46
17.39
17.47
17.52
17.52
18.60
16.29 17
.48
19.31
18.62
18.45 18.48
18.50
18.29
18.6
9
18.67
18.21
16.13
17.59
16.99
17.96
17.28
17
1
Client:
Date:
Sheet no:Rev:
Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NO
TESRev:
Amm
endment:
Date:Drawn:
Rev:Am
mendm
ent:Date:
Drawn:
1. All dimensions to be checked & verified by builder prior to com
mencem
ent of work.2. Dim
ensions indicate sub-structure size prior to finish surface treatment.
3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm
exact boundary location prior to construction.5. Building setout to be confirm
ed by builder prior to any site excavations.6. Builder to advise designer of any deviation from
the information on this plan prior to
comm
encement of work.
7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plum
bing and drainage to be constructed in accordance with WAW
A requirements.
Rainwater down pipe locations shown diagramm
atically only on plan, roof plumber to
locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta G
as requirements.
10. Do not scale from drawings.
-
-
--
11. Any discrepancies to be brought to the attention of the designer and resolved prior to com
mencem
ent of any work.12. All soakwell sizes and locations to com
ply with local authority.13. A 30m
m setdown to concrete slab in all wet areas.
14. No structural work to be carried out without relevant structural drawings.15. All flashings & m
embranes, waterproofing m
aterials, additives and chemicals required
to make the building waterproof & water tight. To be added and im
plemented into the
construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system
im
plemented will drain away to its intended destination. All flashing in cavities and
walls to be built in with a minim
um 2 course step flashing allowing for weepholes at a
minim
um of 2 m
etre centres. Exposed flashings are to be trimm
ed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or dam
p proof treated parged bit coated and that all m
aterials for the above to comply with the m
anufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or sim
ilar product of the same standard at every 5th
purpend. Weepa weepholes to have 20m
m projection from
brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the m
ortar protector installed during construction. When all work is com
pleted the m
ortar protector is to be replaced with the standard plastic vermin guard or sparc
arrester. Refer to manufacturers specifications for m
ore detail. Weepa weepholes are
not to be concealed or obstructed by any external render or material of any sort.
18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a
secondary coat or layer to finished surfaces.19. The builder to subm
it all amendm
ents revisions and changes to the relevant councils & authorities & obtain their approval prior to com
mencem
ent of any works on site.
TOWNHOUSE DEVELOPM
ENT#77 and #79 ANZAC RO
ADM
T HAWTHO
RN
mjt
1:100
FLOOR PLANS4 TOW
NHOUSE
OF 07
0429 JULY 2016
6
16 Aug '16Issued for Planning Approval
mjt
12
46
89
75
3
12
46
89
75
3
ABCDH FG E
ABCDH FG E
12
46
89
75
3
12
46
89
75
3
ABCDH FG E
ABCDH FG E
230 Sept '16
Planning Amendm
entsm
jt3
Planning Amendm
ents: Front Fence, Garage Doors & Elevations.
RD27 April '17
4Planning Am
endments: Entry Portico Awnings added
mjt
02 June '17
6.9
1m
11.7
2m
11.7
2m
0.50m
0.50m
6.9
1m
38.15m
38.15m
37.65m
37.65m
37.65m
38.15m
38.15m
6.8
1m
6.9
1m
6.9
1m
6.8
1m
5Planning Am
endments: Strata Boundary's, RO
W Levels, W
aterCorp Sewer ( Unit 6), M
eter box locations (Units 3, 4, 5 & 6).RD
17 Aug '17
6Bin Store Enclosure doors am
mended
mjt
19 Sept '17
Ground Living - 66.44m
2G
arage - 43.49m2
Total Ground - 109.93m2
Upper Living - 93.28m
2Front Balcony - 8.57m
2R
ear Balcony - 7.70m2
Total Upper - 109.55m2
Total Area - 219.48m2
Ground Living - 68.22m
2G
arage - 40.46m2
Total Ground - 108.68m2
Upper Living - 93.26m
2Front Balcony - 7.18m
2R
ear Balcony - 7.23m2
Total Upper - 107.67m2
Total Area - 216.35m2
Ground Living - 69.90m
2G
arage - 41.21m2
Total Ground - 111.11m2
Upper Living - 95.55m
2Front Balcony - 7.36m
2R
ear Balcony - 7.42m2
Total Upper - 110.33m2
Total Area - 221.44m2
Scale 1:100G
round Floor Plan
Scale 1:100U
pper Floor Plan
W
S
E
N
1910
B e
d 2
4595 X 3100
shr
wc
v
shr
wc
v
bath
B e
d 3
3305 X 3000
B e
d 1
3995 X 3500
stairsup
W CB
a t h
E n
s
B a
l c o n
y
60.35m (Overall)
v
Lot A
rea
278.4
5m
2
3Lot A
rea
278.4
5m
2
6Lot A
rea
270.2
3m
2
4Lot A
rea
270.2
3m
2
5
linen
P d
r
L i v e
stairsup
L' d
r y
wc
vtr
E n
t r y
D o
u b
l e G
a r a
g e
F o
y e r
linen
D i n
e
sinkdwK
i t c h
hprh
ovfr
fz
B a
l c o n
y
pty
P d
r
L i v e
stairsup
L' d
r y
wc
v
E n
t r y
D o
u b
l e G
a r a
g e
F o
y e r
linen
D i n
esinkdw
K i t c hhprh
ovfr
fzpty
P d
r
L i v e
stairsup
L' d
r y
wc
v
E n
t r y
D o
u b
l e G
a r a
g e
F o
y e r
linen
D i n
e
sinkdwK
i t c h
hprh
ovfr
fzpty
P d
r
L i v e
stairsup
L' d
r y
wc
v
E n
t r yD o
u b
l e G
a r a
g e
F o
y e r
linen
D i n
e
sinkdw
K i t c h
hprh
ovfr
fzpty
1910
B e
d 2
4595 X 3100
shr wc
v
shr wc
v
bath
B e
d 3
3305 X 3000
B e
d 1
3995 X 3500
stairsup
W C
B a
t h
E n
s
B a
l c o n
y
v
linen
B a
l c o n
y
1910
1910
B e
d 2
4595 X 3100
shr wc
v
shr wc
v
bath
B e
d 3
3305 X 3000
B e
d 1
3995 X 3500
W C
B a
t h
E n
s
B a
l c o n
y
v
linen
B a
l c o n
y
B e
d 2
4595 X 3100
shr
wc
v
shr
wc
v
bath
B e
d 3
3305 X 3000
B e
d 1
3995 X 3500
stairsup
W CB
a t h
E n
s
B a
l c o n
y
v
linen
B a
l c o n
y
50010010246066805430
38150
1910
4880
5000
1910
1910
5000
4880
1910
13700
13700
11520 1550
1910
1910
1910
1910
1910
13700
4880
5000
1910
1910
5000
13700
4880
1910
38150
5430 6680 2460 11520 1550
FF
L :17.1
57
FF
L :17.5
00
FF
L :16.4
71
FF
L :16.8
14
RL :1
7.0
71
RL :1
7.4
14
RL :1
6.7
28
RL :1
6.3
85
RL :1
7.4
14
RL :1
7.0
71
RL :1
6.7
28
RL :1
7.0
71
RL :1
7.4
14
RL :1
6.7
28
RL :1
6.3
85
RL :1
6.3
85
RL :1
6.7
28
RL :1
7.0
71
RL :1
7.4
14
60.35m (Overall)
20
20
RL :1
6.1
6
Spoondrain and Grate at Front Boundary
Intercom
Stormw
aterSoakw
ellStorm
water
Soakwell
Stormw
aterSoakw
ellStorm
water
Soakwell
50
50
20
20
trtr
tr
RL :1
6.3
85
TO
P O
F B
AN
K
BO
TTO
M O
F B
AN
K
BO
TTO
M O
F B
AN
K
TO
P O
F B
AN
K
BO
TTO
M O
F B
AN
K
TO
P O
F B
AN
K
BO
TTO
M O
F B
AN
K
TO
P O
F B
AN
K
RL :1
6.3
85
RL :1
6.7
28
RL :1
7.0
71
RL :1
7.4
14
Spoondrain and Grate at Front Boundary
Spoondrain and Grate at Front Boundary
Spoondrain and Grate at Front Boundary
stepsup
S t o
r e
RL :1
8.5
43
RL :1
8.8
86
RL :1
8.5
28
RL :1
7.4
99
Bin storagewash downenclosure
RL :1
7.8
42
S t o
r e
stepsup
stepsup
stepsup
RL :1
8.7
15
RL :1
8.8
71
RL :1
8.1
85
S t o
r eR
L :18.5
28
stepsup
S t o
r e
RL :1
8.8
71
RL :1
8.8
71
RL :1
8.1
85
FWFW
RL :1
8.5
28
IntercomIntercom
IntercomPortico Awning
Over
Portico Awning
Over
Portico Awning
Over
Portico Awning
Over
Portico Awning
Portico Awning
Portico Awning
Portico Awning
20
20
wrought iron gates
2120
clear opening2400 high
stairsup
400
dw
RL :1
5.9
4R
L :16.2
7R
L :16.5
9R
L :16.8
0R
L :17.0
1R
L :17.1
6R
L :17.4
1
50010010
Ground Living - 69.90m
2G
arage - 41.21m2
Total Ground - 111.11m2
Upper Living - 95.55m
2Front Balcony - 7.36m
2R
ear Balcony - 7.42m2
Total Upper - 110.33m2
Total Area - 221.44m2
0.5
m w
idenin
g o
f R.O
.Was p
er P
lannin
g re
quire
ments
1
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
mjt
1:100
ELEVATIONS4 TOWNHOUSE
OF 070529 JULY 2016
6
16 Aug '16Issued for Planning Approval mjt
CDH FG E AB
CDH FG E AB
C D HF GEA B
C D HF GEA B
124689 7 5 31 2 4 6 8 9753
2 30 Sept '16Planning Amendments mjt3 RD 27 April '17Planning Amendments: Front Fence, Garage Doors & Elevations.4 mjt 02 June '17Planning Amendments: Entry Portico Awnings added5 06 July '17mjtRidge/Wall Height RLs added6 Planning Amendments: Strata Boundary's, ROW Levels, Water
Corp Sewer ( Unit 6), Meter box locations (Units 3, 4, 5 & 6).RD 17 Aug '17
RL :18.715
S t o r e
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
Scale 1:100Side Elevation - Lot 6
Scale 1:100Side Elevation - Lot 4
Scale 1:100Side Elevation - Lot 3
Scale 1:100Side Elevation - Lot 5
RL :17.499
RL :16.385
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :16.471
RL :17.414
RL :18.528
RL :16.728
RL :17.842
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :17.157
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
RL :17.500
FFL :16.814
Scale 1:100
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
Rear Elevation - Lots 3,4,5 and 6
GROUND FLOORFFL :16.471
UPPER FLOOR
UPPER CEILING
2571
257
2743
FFL :17.500
17.2
6017.5
90
17.7
20
17.4
60
17.5
00
16.5
8017.0
0017.5
0018.0
70
18.0
00
16.4
95
17.4
30
17.5
40
17.5
90
17.5
30
17.6
00
18.5
30
18.5
70
18.8
80
16.5
80 17.0
00 17.5
00 18.0
70
18.0
00
16.4
95
15.9
30
16.1
50
16.1
7016.6
80
16.7
10
16.6
8017.0
3017.4
00
17.2
60
17.5
70
15.9
40
RL :17.071
STORERL :18.185
STORERL :18.528
B i nS t o r e
STORERL :18.871
STORERL :18.871
RL :18.185
S t o r e
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Line of Existing Ground Levelsto Side Boundary Line
Parapet Wall toSide Boundary Line
Line of Existing Ground Levelsto Side Boundary Line
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Parapet Wall toSide Boundary Line
Dividing Parapet Wall toInternal Boundary Line
Line of Existing Ground Levelsto Internal Boundary Line
Line of New Ground Levels
Dividing Parapet Wall toInternal Boundary Line
Line of Existing Ground Levelsto Internal Boundary Line
Line of New Ground Levels
Line of New Ground Levels
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope Behind (dotted)
Line of Existing Ground Levelsto Internal Boundary Line
Line of New Ground Levels
Line of New Ground Levels
Selected Glass Balustradeto BCA requirements
Scale 1:100Front Elevation - Lots 3,4,5 and 6
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
2571
257
2743
FFL :16.471
GROUND FLOORFFL :17.500
UPPER FLOOR
UPPER CEILING
2571
257
2743
15.9
30
17.1
40 17.4
30
17.5
70
16.1
20 16.5
80
17.3
80
Parapet Wall toSide Boundary Line
Cement Render w/- Acrylic Texture Coatto External Brickwork
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope Behind (dotted)
Parapet Wall toSide Boundary Line
750
Max
Pla
nte
r H
eig
ht
Intercom
Intercom
750
750
Intercom
Intercom
B i nS t o r e
750
Max
Pla
nte
r H
eig
ht
750
Max
Pla
nte
r H
eig
ht
750
Max
Pla
nte
r H
eig
ht
Solid Balustrade and Handrailto BCA requirements
Selected Garage Door
Max
Heig
ht
RL :16.385
Max
Pla
nte
r H
eig
ht
Selected Garage DoorRL :16.728 7
50
Selected Glass Balustradeto BCA requirements
Selected Garage DoorRL :17.071 7
50
Selected Garage DoorRL :17.414 7
50
Selected Pedestrian Door
Selected Pedestrian Door
Line of Existing Ground Levelsto ROW Boundary Line
Selected Weatherboard Cladding over Brickwork
Cement Render w/- Acrylic Texture Coatto External Brickwork
Selected Weatherboard Cladding over Brickwork
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Selected Weatherboard Cladding over Brickwork
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Cement Render w/- Acrylic Texture Coatto External Brickwork
Selected Weatherboard Cladding over Brickwork
Selected Weatherboard Cladding over Brickwork
Recycled Red Face Brickin Stack Bond.
Max
Pla
nte
r H
eig
ht
Max
Pla
nte
r H
eig
ht
Max
Heig
ht
PorticoAwningPortico
AwningPorticoAwning
PorticoAwning
PorticoAwning
PorticoAwning
PorticoAwning
PorticoAwning
TOW RL : 23.757TOW RL : 23.414
TOW RL : 23.071TOW RL : 22.728 TOW RL : 22.728
TOW RL : 23.071TOW RL : 23.414
TOW RL : 23.757
TOW RL : 22.728
TOW RL : 23.071
TOW RL : 23.414
TOW RL : 23.757 TOW RL : 23.757
TOW RL : 23.414TOW RL : 23.757
TOW RL : 23.071
TOW RL : 22.728TOW RL : 23.071
1910
RL :15.94RL :16.16
RL :16.27RL :16.59 RL :16.80
RL :17.01RL :17.11
RL :17.41
RL :18.715
1
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
mjt
1:100
COMBINED ELEVATIONS2 TOWNHOUSE
OF 070629 JULY 2016
6
16 Aug '16Issued for Planning Approval mjt
C D HF GEA B
F2
A2B2C2D2E2F2
2 30 Sept '16Planning Amendments mjt3 Planning Amendments: Front Fence, Garage Doors & Elevations. RD 27 April '17
A2 B2 C2 D2 E2
123456789
4 Planning Amendments: Entry Portico Awnings added (Units 3,4,5,6) mjt 02 June '17
5 06 July '17mjtRidge/Wall Height RLs added
987654321
CDH FG E AB
6 Planning Amendments: Strata Boundary's, ROW Levels, WaterCorp Sewer ( Unit 6), Meter box locations (Units 3, 4, 5 & 6).
RD 17 Aug '17
15.9
30
18.8
80
18.8
00
18.8
60
18.8
80
16.1
50
16.1
7016.6
80
16.7
10
16.6
8017.0
3017.4
00
17.5
70
18.4
40
15.9
40
Scale 1:100Side Elevation - Lot 4
Side Elevation - Lot 3
Scale 1:100Side Elevation - Lot 1
RL :17.499 2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :16.471
GROUND FLOORFFL :18.886
2572
2743
257 UPPER FLOOR
UPPER CEILING
Scale 1:100Side Elevation - Lot 1
2572
2743
257
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
RL :18.900
RL :19.350 RL :19.500
RL :18.457
RL :18.628FFL :18.886
17.2
60
19.4
60
19.4
70
19.3
90
19.5
45
16.5
80 17.0
00 17.5
00 18.0
70 18.5
40 19.0
90
18.0
00
16.4
95
Selected Garage Door
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Line of Existing Ground Levelsto Side Boundary Line
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Drive Levels
Parapet Wall toSide Boundary Line
18.0
70
3 x Letterboxes
Intercom
750
Max
Pla
nte
r H
eig
htRL :18.457
RL :18.114
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Ground Levels
Line of Existing Ground Levelsto Side Boundary Line
Recycled Red Face Brickin Stack Bond.
Glass Balustrade toBCA requirements
Selected Metal Deck Roofat 25 deg Roof Pitch
Glass Balustrade toBCA requirements
Recycled Red Face Brickin Stack Bond.
Selected Metal Deck Roofat 25 deg Roof Pitch
Selected Weatherboard Cladding over Brickwork
Recycled Red Face Brickin Stack Bond.
Rear Elevation - Lots 1 and 2Scale 1:100
Flat Metal Deck Roof BehindParapet, on 5 deg Roof Pitch
Selected Weatherboard Cladding over Brickwork
2743
257
2572
UPPER CEILING
UPPER FLOOR
GROUND FLOOR
Scale 1:100Front Elevation - Lots 1 and 2
20.1
60
20.0
10
19.5
40
19.4
70
19.3
50 18.8
80FFL :19.229FFL :18.886
2572
257
2743
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
Selected Metal Deck Roofat 25 deg Roof Pitch
Line of Existing Ground Levelsto Front Boundary Line
Line of New Drive Levels
Glass Balustrade toBCA requirements
Cement Render w/- Acrylic Texture Coatto External Brickwork
Recycled Red Face Brickin Stack Bond.
Selected Weatherboard Cladding over Brickwork
Cement Render w/- Acrylic TextureCoat to External Brickwork
Flat Metal Deck Roof BehindParapet, on 5 deg Roof Pitch
Cement Render w/- Acrylic Texture Coatto External Brickwork
PorticoAwning
RIDGE RL : 26.667RIDGE RL : 26.324
RIDGE RL : 26.324
RIDGE RL : 26.324
TOW RL : 22.728 TOW RL : 22.728TOW RL : 23.071
FFL :19.229
UPPER FLOOR
UPPER CEILING
2572
257
2743
GROUND FLOORRL :18.800RL :18.886
RL :18.543RL :18.457
FFL :18.886
RL :18.114
UPPER CEILING
UPPER FLOOR
GROUND FLOOR
257
2743
2572
Rear Elevation - Lots 1 and 2Scale 1:100
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Ground Levels
Selected Metal Deck Roofat 25 deg Roof Pitch
RIDGE RL : 26.667RIDGE RL : 26.324
S t o r e
RL :17.499
RL :16.385
STORERL :18.185
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
RL :16.728
RL :17.842
FFL :16.814
STORERL :18.528
B i nS t o r e
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Line of Existing Ground Levelsto Internal Boundary Line
Dividing Parapet Wall toInternal Boundary Line
Line of New Ground Levels
Intercom
RL :18.715
750
Max
Pla
nte
r H
eig
ht
Selected Weatherboard Cladding over Brickwork
Cement Render w/- Acrylic Texture Coatto External Brickwork
Recycled Red Face Brickin Stack Bond.
PorticoAwning
TOW RL : 23.071TOW RL : 23.071
1
Client:
Date:
Sheet no: Rev:Scale @ A1:
Title:
Project:
Checked:Drawn:
GENERAL NOTES Rev: Ammendment: Date:Drawn: Rev: Ammendment: Date:Drawn:
1. All dimensions to be checked & verified by builder prior to commencement of work.2. Dimensions indicate sub-structure size prior to finish surface treatment.3. These drawings are to be read in conjunction with Engineers drawings.4. Builder to re-peg property to confirm exact boundary location prior to construction.5. Building setout to be confirmed by builder prior to any site excavations.6. Builder to advise designer of any deviation from the information on this plan prior to commencement of work.7. All construction and details are to be in accordance with the latest Australian Standards & Building Code of Australia.8. All plumbing and drainage to be constructed in accordance with WAWA requirements. Rainwater down pipe locations shown diagrammatically only on plan, roof plumber to locate to his own discretion.9. All electrical and gas work to be constructed in accordance with Synergy and Alinta Gas requirements.10. Do not scale from drawings.
-
-
- -
11. Any discrepancies to be brought to the attention of the designer and resolved prior to commencement of any work.12. All soakwell sizes and locations to comply with local authority.13. A 30mm setdown to concrete slab in all wet areas.14. No structural work to be carried out without relevant structural drawings.15. All flashings & membranes, waterproofing materials, additives and chemicals required to make the building waterproof & water tight. To be added and implemented into the construction whether it is shown or not. This includes allowance for drainage runoffs & general sloping and contouring the flashing or surface areas to ensure that the system implemented will drain away to its intended destination. All flashing in cavities and walls to be built in with a minimum 2 course step flashing allowing for weepholes at a minimum of 2 metre centres. Exposed flashings are to be trimmed with an over flashing. Ensure adequate overlapping of flashings. Ensure that all wet walls and surfaces are waterproofed and or damp proof treated parged bit coated and that all materials for the above to comply with the manufacturers specifications.
16. Build two course step flashing to all external cavity walls with weephole at every floor level. Flash above and over exterior lower roofs to ensure that external wet walls and cavities have been flashed to the outside of the house.17. Builder to use weepa weepholes or similar product of the same standard at every 5th purpend. Weepa weepholes to have 20mm projection from brickwork so that external render will finish flush with the weepa. Builder is to ensure that weepa weepholes have the mortar protector installed during construction. When all work is completed the mortar protector is to be replaced with the standard plastic vermin guard or sparc arrester. Refer to manufacturers specifications for more detail. Weepa weepholes are not to be concealed or obstructed by any external render or material of any sort.18. Ensure that all surfaces are prepared to manufacturers specifications prior to adding a secondary coat or layer to finished surfaces.19. The builder to submit all amendments revisions and changes to the relevant councils & authorities & obtain their approval prior to commencement of any works on site.
TOWNHOUSE DEVELOPMENT#77 and #79 ANZAC ROADMT HAWTHORN
mjt
1:100
COMBINED ELEVATIONS4 TOWNHOUSE
OF 070729 JULY 2016
6
16 Aug '16Issued for Planning Approval mjt
C D HF GE
A2B2C2D2E2F2
A2 B2 C2 D2 E2 F2
1 2 4 6 8 9753
2 30 Sept '16Planning Amendments mjt3 Planning Amendments: Front Fence, Garage Doors & Elevations. RD 27 April '174 Planning Amendments: Entry Portico Awnings added (Units 3,4,5,6) mjt 02 June '175 06 July '17mjtRidge/Wall Height RLs added
124689 7 5 3
A B
STORERL :18.871 RL :18.185
RL :18.715
B i nS t o r e
CDH FG E AB
6 Planning Amendments: Strata Boundary's, ROW Levels, WaterCorp Sewer ( Unit 6), Meter box locations (Units 3, 4, 5 & 6).
RD 17 Aug '17
17.4
30
17.5
40
17.5
90
17.5
30
17.6
00
18.5
30
18.5
70
Scale 1:100Side Elevation - Lot 5
Scale 1:100Side Elevation - Lot 2
19.4
70
19.3
90
19.5
45
16.5
8017.0
0017.5
0018.0
7018.5
4019.0
90
18.0
00
19.4
60
16.4
95Scale 1:100Side Elevation - Lot 2
FFL :19.229
RL :18.800
GROUND FLOOR
2743
257
2572
UPPER CEILING
UPPER FLOOR
RL :19.143
2572
2743
257
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
RL :19.500RL :19.350
RL :18.900RL :18.800
RL :18.800
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
FFL :17.157
FFL :19.229
Scale 1:100Front Elevation - Lots 3,4,5 and 6
Scale 1:100Rear Elevation - Lots 3,4,5 and 6
19.9
20
20.1
60
20.0
80
20.1
30
19.11
0
RL :17.071
Selected Garage Door
Cement Render w/- Acrylic Texture Coatto External Brickwork
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Dividing Parapet Wall toInternal Boundary Line
Line of Existing Ground Levelsto Internal Boundary Line
Line of New Ground Levels
Cement Render w/- Acrylic Texture Coatto External Brickwork
Line of New Drive Levels
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
2571
257
2743
FFL :16.471
GROUND FLOORFFL :17.500
UPPER FLOOR
UPPER CEILING
2571
257
2743
15.9
30
17.1
40 17.4
30
17.5
70
16.1
20 16.5
80
17.3
80
Parapet Wall toSide Boundary Line
Cement Render w/- Acrylic Texture Coatto External Brickwork
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope Behind (dotted)
Parapet Wall toSide Boundary Line
Line of Existing Ground Levelsto ROW Boundary Line
Selected Glass Balustradeto BCA requirements
3 x Letterboxes
Intercom
18.8
80
750
Max
Pla
nte
r H
eig
ht
Selected Pedestrian Door
Selected Pedestrian Door
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Recycled Red Face Brickin Stack Bond.
Balustrade toBCA requirements
Recycled Red Face Brickin Stack Bond.
Selected Metal Deck Roofat 25 deg Roof Pitch
Recycled Red Face Brickin Stack Bond.
Selected Weatherboard Cladding over Brickwork
Cement Render w/- Acrylic Texture Coatto External Brickwork
Recycled Red Face Brickin Stack Bond.
Balustrade toBCA requirements
Selected Metal Deck Roofat 25 deg Roof Pitch
Selected Garage Door
Solid Balustrade and Handrailto BCA requirements
Selected Garage Door
750 RL :16.385
750
RL :16.728 750
Selected Garage Door
750
RL :17.071RL :17.414
Selected Garage Door
750
Flat Metal Deck Roof BehindParapet, on 5 deg Roof Pitch
Selected Weatherboard Cladding over Brickwork
PorticoAwning
PorticoAwningPortico
AwningPorticoAwning
PorticoAwning
Max
Heig
ht
Max
Pla
nte
r H
eig
ht
Max
Pla
nte
r H
eig
ht
Max
Pla
nte
r H
eig
ht
Max
Heig
ht
TOW RL : 23.757TOW RL : 23.414
TOW RL : 23.071TOW RL : 22.728
RIDGE RL : 26.667
RIDGE RL : 26.667
TOW RL : 23.414TOW RL : 23.757
TOW RL : 23.414
RL :15.94 RL :16.16RL :16.27
RL :16.59 RL :16.80RL :17.01
RL :17.11
RL :17.41
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
GROUND FLOORFFL :16.471
UPPER FLOOR
UPPER CEILING
2571
257
2743
FFL :17.500
17.2
6017.5
90
17.7
20
17.4
60
17.5
00
Line of New Ground Levels
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope Behind (dotted)
Line of Existing Ground Levelsto Internal Boundary Line
Selected Glass Balustradeto BCA requirements
Selected Weatherboard Cladding over Brickwork
Recycled Red Face Brickin Stack Bond.
TOW RL : 22.728TOW RL : 23.071
TOW RL : 23.414TOW RL : 23.757
1910
Side Elevation - Lot 6
RL :17.414
RL :18.528
2743
257
2571
GROUND FLOOR
UPPER FLOOR
UPPER CEILING
RL :17.500
17.4
30
17.5
40
17.5
90
17.5
30
18.5
30
18.5
70
18.8
80STORERL :18.871
S t o r e
Line of Existing Ground Levelsto Side Boundary Line
Parapet Wall toSide Boundary Line
Selected "Colorbond" Roof Sheetingat 5 deg Roof Slope
Line of New Ground Levels
Intercom
750
Max
Pla
nte
r H
eig
ht
Selected Weatherboard Cladding over Brickwork
Recycled Red Face Brickin Stack Bond.
PorticoAwning
TOW RL : 23.757 TOW RL : 23.757
