Original source · versioned page text
Appendix E - Existing Dwelling House Plans (For Information Purposes Only)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
TO SCALE ON A2
SITE NOTES: BEST PRACTICE PROCEDURES EXACT YARD GULLIES Ensure roofwater is connected to the LOT 11 #12 ON SP315578
FOR EROSION & SEDIMENT
1. Should there be any variance in soil conditions to the soil report, consult the engineer. LOCATIONS TBC ON- kerb and channel or inter-allotment LOT 11 #12 ROBIN PLACE,
CONTROL AS OUTLINED BY
2. Ground to fall away at a minimum 1:20 for 1000mm, immediately at the dwelling, and
SUNSHINE COAST REG. SITE drainage system in accordance with Suburb LAKE MACDONALD,
directed to a yard gully to prevent ponding and discharged via 90mm seperate PVC line & Local Authority SUNSHINE COAST REG. COUNCIL
SPOON DRAIN
COUNCIL REGULATIONS TO BE the NCC Vol 2, AS3500 and local
to the legal point of discharge to the satisfaction of the relevant authority. ADHERED TO Government requirements. Site Area 15010 Site Coverage 23.4%
3. All surface vegetation to be removed from the building pad.
4. Should any tree stumps, rock floaters or similar interfere with the footings, they should SERVICES
be removed and footings to be founded on undisturbed foundation material.
Power Underground at front FGL/
VARIABLE
Phone Tbc on site
The proposed building is located within a Water Tbc on site 850
BUILDING
Designated Bushfire Prone Area and shall Sewerage Treatment plant at rear PLATFORM
be constructed to meet the Deemed to Stormwater Connection point Tbc
300
Satisfy Provision of Part 3.10.5 of the Road Bitumen
National Construction Code Series 2019 Kerb Existing crossover VARIABLE
and AS3959-2018 for a BAL12.5. Footpath N/a
0
185 385 8 .5
11 P
101° 7' 25"
5
.0 0
.7 5
8 .2
.5 0
.2 5
.0 0
.7 5
11
117
118
117
117
117
116
.5 0
116
LOT 11 #12
.2 5
ROBIN PLACE
116
Driveways and crossovers do EXISTING
15010m²
.0 0
16,050 to OMP
16,500 to Wall
not form part of this approval. CONCRETE
116
Ensure compliance with local CROSSOVER
SP315578 government requirements
TBM NAIL IN
186° 52' 35"
EDGE/BITUMEN
18 766
RL 115.27
N
EL
AV Y
CONDUIT GR EWA
na
IV
DR
Or
BOTTOM OF BA
NK 34,285 to Post
BANK
NK
F BA 33,803 to OMP
OM O
SPOON DRAIN SPOON DRAIN
BOTT DUCTED GAS
DP DP EHWS DP DP TAPMB DP
A /C
SITE PLAN LEGEND EXISTING GRAVEL
DRIVEWAY
5
YARD GULLY (BY OWNER) 5 .7
SOLAR PV 11
DP DP CUT PANELS PROPOSED DRIVEWAY BY
F IL L OWNER AFTER HAND
ROOF WATER DRAINAGE
OVER
0
KA KERB ADAPTER CUT 5 .5
11
PROPOSED F IL L 34,450 to Post/Porch
MB ELECTRICAL METER BOX
RESIDENCE 34,000 to OMP
.2 5
115
EHWS ELECTRIC HOT WATER SERVICE PAD RL 115.625
FUTURE POOL LOCATION
Building Site Coverage - 357.1 m2
GHWS GAS HOT WATER SERVICE BY OWNER AFTER
HANDOVER
K
DRIVEWAY
N
DP TAP DP DP DP
A/C AIR CONDITIONING UNIT (KEEP SERVICES CLEAR)
BA
MAX SLOPE 1:5
F
O
P
HOSE COCKS Future pool does not form
TO
part of building approval
191° 7' 25"
29 439
W WATER METER
11
TO
5 .0
DP DP
P
GAS BOTTLES
0
OF
DRIVEWAY & ENTRY PATH
(PLAIN CON. BROOM FINISH)
BA
11
TOTAL AREA - 60 m2
NK
4 .7
F FIRE HYRDANT
5
11
STORMWATER
4 .5
CONNECTION POINT
0
SLEEPER RETAINING WALL (BY CLIENT)
11
TBC ON SITE
4 .2
5
11
4 .0
EXISTING RETAINING WALL
0
11
3 .7
00
5
0. EXISTING SPOT LEVEL
11
3 .5
Site Plan
0
P POWER BOX
Scale 1:200 11 3. 25
C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2022\LOT 11 #12 ROBIN PLACE, LAKE MACDONALD - 11ROB\CADS\LOT 11 #12 ROBIN PLACE.pln
BAL12.5 REQUIREMENTS
Windows: -All windows and doors completely protected externally by screens with a mesh with a maximum aperture of 2mm, made of corrosion- 11 3. 00
resistant steel, bronze or aluminium. APPROX LOCATION OF BIOCYCLE ON-
- Framing: Aluminium SITE EFFLUENT DISPOSAL TREATEMENT
- Glazing: Windows with sills less than 400mm from the ground, deck/verandah, roof or awning structure below shall be glazed in PLANT TO ENGINEERS DETAILS
4mm minimum safety glass. (Laminated glass OK here). -LOCATION SUBJECT TO EFFLUENT
- Hardware: Exposed externally fitted hardware that supports the sash in opening and closing shall be metal. Note: Due to plastic DISPOSAL REPORT AND SITE SPECIFIC
feet (DH) and clips (Louvres), double hung windows and louvre windows need to be screened externally as per External Screen DESIGN-
Option requirements to comply at this level.
- Seals: Standard.
- Screening: Sashes shall be screened internally or externally with mesh with a maximum aperture of 2mm, made of corrosion-
resistant steel, bronze or aluminium.
Screens Doors: All windows and doors completely protected externally by screens with a mesh with a maximum aperture of 2mm, made of corrosion-
resistant steel, bronze or aluminium. Scale 1:200
Roof: - Fascia brackets at 450 centres: NOT APPLICABLE 0 1 2 3 4 5 6 7 8 9 10m
- Whirly Birds with Ember Guards: required on roof vents 250m2 PROPOSED EFFLUENT
- Non-combustible covering DISPOSAL FIELD AREA - AERATED
DRIPPER LINES - REFER ENGINEERS ALL DESIGN CONSTRUCTION &
- Roof/wall junction sealed
- APPROVED
Openings fitted with non-combustible ember guards
DESIGN FOR DETAILS MATERIALS TO BE IN ACCORDANCE WITH:
This plan is certified for compliance with the requirements THE NATIONAL CONSTRUCTION CODE (NCC); THE BUILDING
-of the BUILDING
Roof toACT be1975,
fullythesarked
BUILDING CODE OF AUSTRALIA (BCA); THE QUEENSLAND
- Sarking:
REGULATION Full approval
2006, and attached wrap installed
conditions. over all ridges & hips and under valleys & box gutters LOCATION DEVELOPMENT CODE (QDC);
Fascia & Gutter: No2022-4454 special requirements OF WATER BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS &
POLICIES
Garage Door: Ember seals
Walls: -
REFER DECISION NOTICE
Bushfire wepas
METER CURRENT ISSUES OF AUSTRALIAN STANDARDS
Project BA to all brick weep holes. CURRENT MANUFACTURERS SPECIFICATIONS &
Water & gas pipes: All above ground plumbing to be metal. UNKNOWN INSTALLATION DETAILS FOR MATERIALS USED
Copyright Notice: All house plans produced by the builder/designer Notes: Madden Developments Pty Ltd
Client Drawing name:
N REVISION R2 Wind class: Flood level: Scale:
and the information contained within these documents are the exclusive
property of the builder/designer. These house plans cannot be copied
UPGRADE ITEMS SHOWN IN RED ABN: 52 169 872 486
QBSA Lic No: 1284666
Kellie Wilks Site Plan CONSTRUCTION PLAN SET 14/10/22
R1 MARK UPS 02/11/22
N3 TBC 1:200 @A3
@A2
Dimensions shall not be obtained by scaling. All Project Project status: Soil class: BAL:
or reproduced, in part or in whole in any form or by any method without R2 MARK UPS 09/11/22
the express written consent of the builder/designer. The house plans dimensions are in millimeters unless noted otherwise. LOT 11 #12 ROBIN PLACE, LAKE CONSTRUCTION TBC 12.5
Setout dimensions shall be verified on site prior to any
provided by the builder/designer are provided to the customer with a work
107 Sugar Road Maroochydore QLD 4558,
Phone: 07 5444 2521 MACDONALD, QLD 4563 Plot date: A0.2
limited license to construct one home only.
being carried out. Any problems shall be directed Email: [email protected] Design: MOD WILDFLOWER 300 Proj. No. 11ROB
to the builder for clarification & correction 9/11/2022
GSPublisherVersion 0.73.100.100
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