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20 Nannygai Street, Noosaville - Plans
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Plans and drawings
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Log in to see the plans as drawn © COPYRIGHT | All rights reserved. This work is copyright and canot be
- reproduced or use figured dimensionsions.
NOOSA COUNCIL DO NOT SCALE check all dimensions on site before fabrication or set out.
DO NOT COPY in any form or by means (graphic, electronic or mechanical,
including photocopying) without the written permision of Mercury Design.
APPROVED PLAN
MCU18/0003 6 APR 2018
(Highset House)
(Highset House)
SP233494
CP
S-R3m
H-8m
T-0.3
TREE
S-R3m
H-8m
T-0.3
TREE
(Highset House)
Concrete Footpath6
RP63879
8
8.
.2
Eave Line
35
34
9
SITE INFORMATION:
S-R2m
H-5m
T-0.1
TREE
EXISTING SEWER LINE EXISTING SEWER LINE
SP233494
S-R1m
H-4m
T-0.1
TREE
Emt A
S-R3m
H-10m
T-0.3
PALM
1 . 5 0 Outlet
No Peg Fd
No Peg Fd
1.
1.
SP124749
3
2
9
S-R1m
H-5m
T-0.1
TREE
1.
BW B D F H J BE
8 O.Nail
Kerb
R.P.D.:
6
1.
CP
9
6
1000
1.
Lot No.: LOT 36
1.
4
44° 00' 00"
0
1.
1.
7
NB
to omp
Plan No.: RP 63879
0
6
6
9
6
1 . O.Nail
1468
STORMWATER 4023440|234
to wall
Timber Paling Fence
1.
1.
1.
1.
4
2068
Parish: -
S-R2m
H-8m
T-0.2
TREE
7
7
9
1.
1
RETAINING
8
S-R1m
H-4m
T-0.1
TREE
6
2
6
8
1.75
8
4
0
County: -
.7
WALL 7805
1
1 Area: 809m²
S-R2m
H-6m
T-0.1
TREE
1.
6
Timber Paling Fence
PROPOSED
8
1.
7
STORMWATER:
6
FILL 2
1.
8
5
WATER MAIN
DWELLING B. 6905 to omp
1
.3
1.
S-R1m
H-10m
T-0.2
TREEx2
6
7
Roof water to flow to street to join
O.Nail in Kerb
9
8050 to wall LOT 36
RL 1.42m
existing council system via 90 dia
TBM
ON RP RP63879 U.P.V.C. stormwater lines at 1:100
1.
S-R1m
H-2m
T-0.1
TREEx2 1 . 6
7
6
minimum fall.
LINE
S-R1m
H-8m
T-0.1
TREEx2
PAD RL 2700 APPROX
GROUND FFL RL 2950
ER
1.
RETAINING WALLS:
5
.1 .3
3
FIRST FFL RL 5870 Pool
3
3
0 9
5
G SEW
Gate
1.
7
314° 00' 00"
to wall
134° 00' 00"
4
1650
Concrete Footpath If required all retaining walls shall be
1.
4
omp
1050
6
20116
A C E G I
1.
1.
20116
7
to omp
provided in strict accordance with
1.
8
9
STORMWATER
2
6
6
Lip of Barrier Kerb
4
545
EXISTIN
20|117
6
engineers detailed design and local
authority requirements.
5 Pool
PROPOSED Wind Classification: N2
DWELLING A. [Refer Soil Report]
WATER MAIN
Shed
LOT 36
ON RP RP63879 8405 to omp Soil Classification: TBA
1.
1.
1.
3
7450 to wall
6
[Refer Soil Report]
4
6
9
6
PAD RL 2700 APPROX
1.
S-R3m
H-8m
T-0.3
PALM
6
4
GROUND FFL RL 2950
4
Gate
FIRST FFL RL 5870
Climate Zone: 2
7 [Refer Energy Efficiency Report]
to wall
to omp
2068
1468
STORMWATER
1.
40|234 Site Cover:
9
224° 00' 00"
0
1.
1.
BS
3
4
1.5
6
40234
4
No Peg Fd
1.
1.75
1.
1.
1.
Timber Paling Fence
1.
1.
4
No Peg Fd
6
1000
7
7
S-R2m
H-10m
T-0.2
TREE
0
Proposed Site Cover:
6
8
8
4
5
1
3
0
5
.7
315.8 m² or 15.6
1.
9
1.
6
1.
3
4
7450 4960 1270 14540 3600
3
Ridge
6
5
31820
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