Council archive · source document
Amended plans received 14.11.25 · 51983.3225.25
Plans and drawings: the text below has words only, no drawings.
SITE NOTES
NOTE
Hastin METER BOX LOCATION
EXISTING LEAN TO NON 510 900 gs Stre
COMPLIANT STRUCTURES TO
9200 O/A et TO BE VERIFIED BY BUILDER ON SITE.
BOUNDARY. POTENTIAL FIRE 25 EASEME
COMMON DRIVEWAY
SEPERATION TO BE ADVISED. EXISTING VILLA NT UNDERGROUND SERVICES
CONTACT SHOULD BE MADE TO THE RELEVANT AUTHORITY FOR
720 TO AWNINGS
1 2995 EXISTING WATER METER TO BE
EXISTING STORMWATER DISCHARGE DETAILED LOCATION OF ALL UNDERGROUND SERVICES PRIOR
622 LOCATED ON SITE PRIOR TO
TO REAR OF EXISTING DWELLING. TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THIS
10.610 m CONNECTION. NO ALLOWANCE FOR
2300
SALTAIR TO ALLOW FOR 20M OF IN 29 SITE.
NEW/RELOCATING WATER METER.
410
GROUND TRENCHING . EXISTING 90° 00' 00" 28
EXISTING NBN CONNECTION BY OTHERS 27
410
DISCHARGE POINTS TO BE LOCATED 2 26 PROPERTY BOUNDARIES
1020
STW STW STW STW DP VILLA
ON SITE PRIOR TO CONSTRUCTION. VERIFY ALL BEARING AND DIMENSIONS ON SITE PRIOR TO ANY
EXISTING TREES TO BE REMOVED BY CONSTRUCTION.
EXISTING R.C BLOCK WALL
OTHERS AS REQUIRED FOR NEW COMMON
7310 O/A
TO REAR BOUNDARY DRIVEW
4.200 m STW
WORKS. TO BE CO-ORDINATED WITH AY SITE PREPARATION
PROPOSED
180° 00' 00"
SALTAIR & OWNERS
"
8.301 m SITE PREPARATION - CLEAR VEGETATION FOLLOWED BY
8° 56' 25 RESIDENCE 24
EXCAVATION OF TOP SOIL AND MATERIAL TO SUIT FINAL
3 EXISTING SUSPENDED COMMON A.V 1 DESIGN LEVELS. CUT AND FILL BATTERS NOT TO EXCEED A
6885
EXISTING SEWER,POWER & WATER CABELING TO BE REMOVED & RE ROUTED 25 MAXIMUM SLOPE AS PER NCC ABCB HOUSING PROVISION PART
STW
SUPPLY TO BE LEFT IN CAPPED RISERS BY S.A DURING CONSTRUCTION. 2 3.1 SITE PREPARATION. COMPACTION RATE TO BE AS PER AS
BELOW BUILDING ENVELOPE AFTER 1289.5.1.1:2017ENSURE BUILDING PLATFORM IS PROOF ROLLED
DEMOLITION (BY S.A). NO ALLOWACE EXISTING DRIVEWAY TO BE DEMOLISHED
PROPOSED TO OBTAIN A FIRM FOUNDATION BASE TO SUPPORT SLABS AND
0° 00' 00"
70.770 m
780
FOR IN GROUND TRENCHING DP BY OTHERS. PENDING BODY CORP 3
480 TO AWNINGS
NEW RESIDENCE 24 FOOTING LOADS. ALL FOOTINGS TO BE DEEPENED THROUGH
11.900 m APPROVAL. NEW RC DRIVEWAY BY SALTAIR
ANY SOFT SPOTS TO BEAR INTO NATURAL GROUND OR
270° 00' 00" 1720 CERTIFIED COMPACTED FILL MATERIAL. A MIN 300MM.
1800 9200 O/A 900 PROPOSED CRANE LOCATION & SIZE 4 ALL LOOSE MATERIAL AND WATER SHALL BE CLEANED OUT OF
4 SHOWN INDICATIVE. TO BE CONFIRMED FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT. ALL
23
5715
EXISTING PRIOR TO CONSTRUCTION NEW FOOTING SYSTEMS ARE TO BE DEEPENED TO BEAR
ORANGE DIMENSIONS DENOTE APPROX 5 BELOW ZONE OF INFLUENCE OF EXISTING STRUCTURES. THE
VILLA
DISTANCE TO EXISTING BUILDINGS. TO CUT/FILL LINE IS APPROXIMATE ONLY. IF THE POSITION
BE CONFIRMED ON SITE. OF THE ACTUAL CUT/FILL LINES VARIES - REFER TO ENGINEER
6 FOR CONFIRMATION OF FOOTING DETAILS.
5
23
EXISTING VILLA SURFACE WATER
DIRECT ALL SURFACE WATER AWAY FROM ADJOINING
COMMON DRIVEWAY
7
BUILDINGS AND NEW BUILDING. GROUND SURFACE TO BE
22 SLOPED MIN 1:20 AWAY FROM BUILDINGS FOR 900mm MIN AND
8 TO A POINT THAT AVOIDS PONDING NEAR BUILDING.
PROPOSED TRUCK LOCATION & SIZE 21 STORMWATER
SHOWN INDICATIVE. TO BE CONFIRMED ROOF WATER TO STREET KERB OR TO COUNCIL APPROVED
9
PRIOR TO CONSTRUCTION SYSTEM. ALL DOWNPIPES TO BE 90mm DIAMETER TO
EASEMENT
STORMWATER PIPES IN ACCORDANCE WITH A.S. 3500.3 & TO
6 20 DISPURSE 125m2 MAX ROOF AREA
10
PLUMBING
PLUMBING LAYOUT DIAGRAMMATICAL ONLY. LICENCED
19 PLUMBER TO CONFIRM ALL PLUMBING AND VENTING ON SITE.
11 PLUMBER & DRAINER INSTALLATION TO COMPLY WITH N.C.C
VOLUME 3 / P.C.A
SEWERAGE
12 SEWERAGE TO DISCHARGE TO SEWER MAIN OR ON SITE
TREATMENT (TO ENGINEERS DESIGN) AND TO COUNCIL
18 REQUIREMENTS.
7 17
13
EXISTING SERVICES PLOTTED FROM ONLINE RECORDS AND
ARE APROXIMATE ONLY
14
16
COMMON DRIVEWAY
UGP UGP UNDERGROUND POWER CONNECTION
22
OHP OHP OVERHEAD POWER CONNECTION
8 15
N
W W WATER CONNECTION
No
os
a P STW STW STORMWATER CONNECTION
ara
de
Site Plan Locality Plan SWR SWR SEWER CONNECTION
COMMUNICATIONS CONNECTIONS ALL WORKS BY OTHERS
1 : 200 1 : 600
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
SITE PLAN
11/11/2025 1:48:52 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: (REFER GEO FOR DETAIL) P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A01 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: As indicated
E1 CONTRACT DRAWINGS 11.11.25 MD
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