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BA250052 Architectural
Attached to the e-mail Generally in Accordance - Revised Design - MCU21/0150.02.
SITE NOTES:
Meter box location PROPERTY DESCRIPTION
to be verified by builder on site.
UNDERGROUND SERVICES BAL RATING 19. Lot 190 on MCH1261
Contact should be made to the relevant
authority for detailed location of all SOIL CLASS 'M' SITE Local Govt: NOOSA COUNCIL
underground services prior to any demolition, Locality: POMONA
excavation or construction on this site.
WIND CLASS - N3. Area: 15831.89m2
PROPERTY BOUNDARIES
Verify all bearing and dimensions on site prior
to any construction.
EXISTING DRIVEWAY
SITE PREPARATION Existing Existing 5000
SITE PREPARATION - CLEAR VEGETATION FOLLOWED effluent septic
139.574m area tank 179° 35' 00"
BY EXCAVATION OF TOP SOIL AND MATERIAL TO SUIT
10000
FINAL DESIGN LEVELS.
OMP
EXISTING
CUT AND FILL BATTERS NOT TO EXCEED A MAXIMUM
Proposed SHED
SLOPE AS PER NCC VOL 2 2022 PART 3.2 EARTHWORKS MB
PART 3.2.1 FOR THE SITE SPECIFIC SOIL. Dwelling
ENSURE BUILDING PLATFORM IS PROOF ROLLED TO
ST 9x8 SERVICES ALLOWANCE:
HW 19
OBTAIN A FIRM FOUNDATION BASE TO SUPPORT SLABS 69
8
90° 00' 00"
ELECTRICAL: ALL NEW WIRING TO NEW
3200
AND FOOTING LOADS. ALL FOOTINGS TO BE DEEPENED
RD
Min
THROUGH ANY SOFT SPOTS TO BEAR INTO NATURAL 1200w Concrete Existing water
GROUND OR CERTIFIED COMPACTED FILL MATERIAL. A MIN path ramp
tanks Total 45000L
DWELLING INCLUDING MATERIALS AND
S
300MM. to front entry
5400 Carparking FIXTURES. NEW SUB-BOARD INSTALLED
LE
ALL LOOSE MATERIAL AND WATER SHALL BE CLEANED deck landing
space option INTERNALLY TO NEW DWELLING WITH
0"
Min
5' 0
OUT OF FOOTING EXCAVATIONS PRIOR TO CONCRETE
RU
Max gradient
PLACEMENT. CONDUIT UNDER SLAB FOR MAINS
°2
1:40
ALL NEW FOOTING SYSTEMS ARE TO BE DEEPENED TO CONNECTION.
119
BEAR BELOW ZONE OF INFLUENCE OF EXISTING STRUCTURES.
THE CUT/FILL LINE IS APPROXIMATE ONLY. IF THE POSITION
OF THE ACTUAL CUT/FILL LINES VARIES - REFER TO ENGINEER CLIENT TO PROVIDE LEAD IN, MAINS
FOR CONFIRMATION OF FOOTING DETAILS.
Existing CONNECTION AND EARTHING TO
Clearance area (3800m2) ONSITE OFFGRID SOLAR SYSTEM.
SURFACE WATER
CLIENT TO PROVIDE SPECIFICATION
DIRECT ALL SURFACE WATER AWAY FROM FOR SUB-MAINS AC CIRCUIT BREAKER
ADJOINING BUILDINGS AND NEW BUILDING.
GROUND SURFACE TO BE SLOPED MIN 1:20 REQUIRED FOR OUR INSTALL INTO NEW
AWAY FROM BUILDINGS FOR 900mm MIN AND DWELLING
NORTH
TO A POINT THAT AVOIDS PONDING NEAR
BUILDING.
SUB-BOARD.
STORMWATER
PLUMBING: CLIENT TO UNDERTAKE
ROOF WATER TO STREET KERB OR ALL PLUMBING AND GAS WORKS
TO COUNCIL APPROVED SYSTEM. INCLUDING LABOUR AND MATERIALS
ALL DOWNPIPES TO BE 90mm DIAMETER FOR UNDERSLAB WORKS, ROUGH IN,
TO STORMWATER PIPES IN ACCORDANCE
WITH A.S. 3500.3 & TO DISPURSE 125m2 MAX
FIT OFF AND CONNECTIONS TO ON SITE
ROOF AREA EXISTING WATERTANKS AND SEPTIC
PLUMBING SYSTEM AND NEW GAS SERVICES.
PLUMBING LAYOUT DIAGRAMMATICAL
ONLY. LICENCED PLUMBER TO CONFIRM
ALL PLUMBING AND VENTING ON SITE.
PLUMBER & DRAINER INSTALLATION TO COMPLY
168.358m
WITH THE STANDARD PLUMBING & DRAINAGE SITE LEGEND
REGULATION 2003.
m
- PEG
4
.83
SEWERAGE ST - SEPTIC TANK
211
SEWERAGE TO DISCHARGE TO SEWER MAIN WT - WATER TANKS
OR ON SITE TREATMENT (TO ENGINEERS DESIGN) PP - POWER POLE
AND TO COUNCIL REQUIREMENTS. 38.6 HW - HOT WATER
52m
203 MB - METER BOX
° 03' 0
FOR CONSTRUCTION 0 "
Rev No. Description Date
1 Concept Floor Plan 12/08/2024 Client: Sophie McLaren
SITE PLAN
22/11/2024 12:13:15 PM
2 Concept Plans Selections 23/08/2024 Description: New Dwelling
3 Preliminary Working Drawings 28/08/2024 Project number 6335
4 For Construction 3/10/2024
5 For Construction - Lodgement 15/10/2024 Site Address: 9 Rules Rd Pomona Qld Date 12/08/2024 A102.01
6 For Construction - Contract 18/11/2024 Drawn by
© QBCC Lic no. 15187645 Checked by T.D Scale As indicated
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