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Approved Plans MCU25-0057.01, OPW25-0078.01 & RAL25-0010.01 [As Published]
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EXCAVATION NOTES NOTE:
LIVABLE HOUSING ENTRY PATH & ACCESS NOT REQUIRED
UNDER NCC H8D2 RENDERED BLOCKWORK
PAD LEVEL - 2.440 AHD
RETAINING WALL 800MM HIGH
Existing CRITICAL PAD LEVEL APPLIES
EXCAVATE APPROX - 0 MM NOTE: REFER TO LANDSCAPING Lot 2 Lot 5
FILL APPROX - 880 MM Lot 2
IMPORTATION/EXPORTATION OF FILL MAY BE REQUIRED FOR Highset
RP72243 PAD - 2.44 AHD
SITE SP129049 House
MINIMUM FLOOR LEVEL OF 2.70AHD IS REQUIRED SP129048 Approximate House
Connection Plotted
FFL - 2.750 AHD
LOCATION OF POOL REFER
BATTER ANGLE: MAXIMUM 1:2 From Statutory or TO LANDSCAPING PLAN
ALL TREES TO BE REMOVED
REFER TO LANDSCAPING
DUE TO - MIN FLOOD LEVEL
Supplied Records
BUILDER TO EXCAVATE & SPREAD FILL OVER REMAINING Invert Level Not Available
ALL TREES TO BE REMOVED No 22.943 Stake Found
BUILDING AREA TO LEVEL. LEVELS ARE APPROX. & MAY VARY Depth Not Available
REFER TO LANDSCAPING Mk 358°33' No
TO SUIT SITE CONDITIONS (U.N.O) Block Fence
Found 1.66 Mk
1.72
1.79 1.64 1.69
Timber Fence
1.90
EXCAVATIONS TO START MIN. 1200MM FROM BUILDING. 6000 Found
7
Pipe
1.5
EMBANKMENT BATTER MUST NOT EXTEND BEYOND TITLE
SETOUT
BOUNDARY (U.N.O). 13
6326
SETOUT
0
6259
1.7
14
9
1.6
TO WALL/OMP
PAD SHAPE IS INDICATIVE ONLY AND SUBJECT TO CHANGE Sewer M/H S
TO WALL/OMP
12 S S S S
Not Located 7 5 S S S S
SEW.-BWK
S
6065
1.
S S
IF REQUIRED BUILDER TO PROVIDE DRIVEWAY ACCESS CUT S S S S S Approximate Sewer Line Location (See note)
6522
S S
DRAIN
S S
SS
1999
8
Timber Fence on Existing Block Retaining Wall (Approx. 0.6m Rise)
1.5
AT MAX. GRADIENT OF 1:5 (U.N.O).
S
HSCP
DRAIN
9
841
1.5
0
1.6
8
1.5
S
IF CONCRETE DRIVEWAY IS NOT PROVIDED IT IS THE 10
89°58' Weldmesh Fence
CUSTOMERS RESPONSIBILITY TO PROVIDE A GRATED DRAIN
Pipe
ACROSS GARAGE OPENINGS WHERE REQUIRED TO AVOID 15 OUTDOOR
800MM RENDERED BLOCKWORK
PONDING. OUTDOOR 11 ROOM
1.71
RETAINING WALL REFER TO LANDSCAPING
DRAIN DRAIN
APPROX LOCATION OF
STORMWATER DESIGN: ROOM 9 8
SOLAR PANELS
2
1.6
2
1.6
STORMWATER DRAIN AND DOWN PIPE LAYOUT SHOWN IS
1.58
7
1
1.5
INDICATIVE ONLY. PROVIDE MINIMUM 90mm DIA U.P.V.C.
2
1.6
2 X BATT.
STORMWATER DRAINS WITH MIN 1:100 FALL CONNECTED TO 2 X BATT. APPROX LOCATION OF
LEGAL POINT OF DISCHARGE. PROVIDE 100mm DIA 'SEWER' Pipe INV CONFIRMING BOUNDARY EXTENTS
Existing PROPOSED SOLAR PANELS
- SETBACKS TBC
QUALITY U.P.V.C. DRAINS TO UNDERSIDE OF GARAGE POOL EQUIP. INV
Highset RESIDENCE
269°58'
CONCRETE SLAB. PROVIDE 300mm GROUND COVER TO ALL PROPOSED
4
House WAFFLE SLAB
1.7
DRAINS. GRADE SOIL AWAY FROM PERIMETER OF BUILDING RESIDENCE
POOL EQUIP.
1.78
28.777
TO AVOID PONDING. 1200MM BLOCK UP BASE WAFFLE SLAB 310MM
3
1.7
HWU 310MM PAD: 2.440 Existing
1.75
HWU
NOTE: PRELIMINARY SERVICES/AS-CONS Lot 0
9
1.57
29.34
2
1.5
1.6
AS-CONSTRUCTED SERVICES INFORMATION WAS NOT PAD: 2.440 DRAIN
F.F.L.: 2.750 APPROX Unit
AVAILABLE AT TIME OF SURVEY. SERVICES SHOWN ARE SP307693 F.F.L.: 2.750
DRAIN
DRAIN
LOCATION OF Complex
CONDENSOR UNIT W/A
9
APPROXIMATE ONLY. SITING IS SUBJECT TO RECEIPT OF AS-
1.5
APPROX DRAIN
LIFT EQUIPMENT
CONS, AND CONFIRMATION OF SEWER/STORMWATER 1978 1.78
LOCATION OF 6
LOCATIONS. BWK
CONDENSOR 2008 Lot 0
6
LIFT EQUIPMENT
1.5
UNIT TAP
CERTIFICATE OF STRUCTURAL ADEQUACY GARAGE GARAGE INV WALL
REQUIRED BY CUSTOMER, FOR EXISTING RETAINING WALLS Existing
TAP
MBOX BUP4964
MBOX NBN ALL TREES TO BE REMOVED
SLIP COUPLINGS: Highset NBN PORT 5
PORT REFER TO LANDSCAPING
REQUIRED FOR ALL "H", "P" AND "E" SOIL CLASS SITES. REFER House
TO ENGINEERS SPECIFICATIONS FOR FURTHER INFORMATION.
Noosa Council Annotation
1.61
OVERLAND FLOW POTENTIAL
IS UNLIKELY - ENGINEERING ANALYSIS MAY BE REQUIRED. Refer to Conditions 16 and 17
6
1.5
1.69
1.65
8
of the Decision Notice
1.5
8
2
1.6
1.6
DEMOLITION REQUIRED 600-800MM RENDERED BLOCKWORK
Weldmesh Fence
RETAINING WALL REFER TO LANDSCAPING
regarding front fence design
EXISTING DWELLING & ALL ANCILLARY STRUCTURES TO BE
SETOUT
600-800MM RENDERED BLOCKWORK
0
1.7
and the combined height of
6271
REMOVED BY CUSTOMER PRIOR TO CONSTRUCTION. .71
GARAGE
RETAINING WALL REFER TO LANDSCAPING 1
1.71
6505
AMENDED SURVEY & SOIL TEST REQUIRED ONCE DEMOLITION
GARAGE
retaining walls and fences
8
SETOUT
1.55
1.6
6677
IS COMPLETE.
7008
3
6030
NIB
Garden Bed within 6 metres of the front
0
No
1.6
SUSTAINABLE ENERGY:
2 1.6 4 Mk boundary.
Peg Flag Pole
1.69
DWELLING TO COMPLY W/- RELEVANT SUSTAINABLE 3 1.6
Property Pole 7 Found
Post
Found
2
ENERGY REQUIREMENTS. 22.963
1.6
1.67 W Meter
Field
9
1.6
FLAG POLE TO BE REMOVED 400-600MM RENDERED BLOCKWORK
0
1
1.61
LANDSCAPING :
1.71
1.7
177°08'30"
1.70
PRIOR TO CONSTRUCTION Gully VV RETAINING WALL REFER TO LANDSCAPING
W Meter
1
LANDSCAPING PLANS TAKE PRECEDENCE OVER Valve x 2 WW
1.6
Telstra Concrete Driveway
SITING FOR ALL RETAINING WALL LOCATIONS AND Meter
1.54
400-600MM RENDERED BLOCKWORK
2
x2 9 -
1.6
HEIGHTS REFER TO LANDSCAPING PLANS. Concrete
RETAINING WALL REFER TO LANDSCAPING Telstra 1.54
1.64
TERMITE PROTECTION: Driveway 1.54
1.53 1.54 1.54 NOOSA COUNCIL
1.39
Concrete Access 1.39
1.5
1.56 1.40 Roofwater
PROVIDE TERMITE PROTECTION IN ACCORDANCE 1.41 TBM 1 Nail in Kerb APPROVED PLAN
3
PROVIDE NEW 1.42 Outlet IL1.41
WITH A.S.3660.1. 1.43 RL 1.539 MCU25/0057.01, OPW25/0078.01 & RAL25/0010.01
George Street
Roofwater TBM 2 Nail in KerbCROSSOVER TO COUNCIL
TEMPORARY FENCING: Outlet x 2 RL1.568 REQUIREMENTS APPROX LOCATION OF LPD TO
BE CONFIRMED ON SITE 10 AUGUST 2026
BUILDER TO PROVIDE TEMPORARY FENCING TO ANY IL1.43
2008 2008 -
UNFENCED BOUNDARIES (LOCAL AUTHORITY BYLAW) SETOUT SETOUT
4000
REFER ENGINEER'S FOOTING DESIGN APPROX LOCATION OF D'WAY PRELIMINARY SURVEY - ID SURVERY PENDING
APPROX LOCATION OF EXPOSED AGGREGATE
SOIL CLASSIFICATION ''P' (M)' LPD TO BE CONFIRMED 5049
DRIVEWAY & PATH- 95 SQM RE-GRADE GARAGE
ON SITE D'WAY @ KERB
REFER SOIL REPORT (REF. No: 260773) ACCESS TO A GRADIENT OF 1:6
SITE AREA SITE DESCRIPTION FENCE/GATE
NOTES: LEGEND: TELSTRA PIT DRAWING TITLE: DESIGN: PRODUCT CODE: OWNER:
LOT: LOT 8
666.00 m²
ON: SURVEY
SEWER TIE SW SW STORMWATER
SITE PLAN GEORGE STREET 20 WILLIAMS DEVELOPMENTS
EXISTING PP POWER POLE SEWER RUN
O/ALL SITE See the original
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