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1229 - Plan A03-rev E3
Plans and drawings: the text below has words only, no drawings.
SITE NOTES
EXISTING SERVICES PLOTTED FROM ONLINE RECORDS AND
16830
METER BOX LOCATION
SITE LEGEND ARE APROXIMATE ONLY
TO BE VERIFIED BY BUILDER ON SITE. - PEG UGP UGP UNDERGROUND POWER CONNECTION
TP - TREATMENT PLANT
UNDERGROUND SERVICES
CONTACT SHOULD BE MADE TO THE RELEVANT AUTHORITY WT - WATER TANKS OHP OHP OVERHEAD POWER CONNECTION
FOR DETAILED LOCATION OF ALL UNDERGROUND SERVICES PP - POWER POLE
W W WATER CONNECTION
PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION HW - HOT WATER
ON THIS SITE. PROPOSED NEW ABULUTION - COLUMN
7300
BLOCK STW STW STORMWATER CONNECTION
PROPERTY BOUNDARIES
SWR SWR SEWER CONNECTION
VERIFY ALL BEARING AND DIMENSIONS ON SITE PRIOR TO
2000
ANY CONSTRUCTION.
GAS GAS GAS CONNECTION
SITE PREPARATION EXISTING
BUILDING TO BE COMMUNICATIONS CONNECTIONS -
SITE PREPARATION - CLEAR VEGETATION FOLLOWED BY
DEMOLISHED ALL WORKS BY OTHERS
EXCAVATION OF TOP SOIL AND MATERIAL TO SUIT FINAL
DESIGN LEVELS. CUT AND FILL BATTERS NOT TO EXCEED A SHOWN
CLIENT TO ENSURE EARTHWORKS COMPLETED BEFORE
MAXIMUM SLOPE AS PER NCC VOL 2 2019 PART 3.1.1 HATCHED
CONSTRUCTION COMMENCES.
EARTHWORKS TABLE 3.1.1.1 FOR THE SITE SPECIFIC SOIL. FINISHED FLOOR LEVEL ASSUMED MAXIMUM 600mm ABOVE
ENSURE BUILDING PLATFORM IS PROOF ROLLED TO OBTAIN PAD LEVEL (4 STAIR RISERS).
A FIRM FOUNDATION BASE TO SUPPORT SLABS AND EXISTING BUILDING
FOOTING LOADS. ALL FOOTINGS TO BE DEEPENED THROUGH TO REMAIN
ANY SOFT SPOTS TO BEAR INTO NATURAL GROUND OR 5110 approx
CERTIFIED COMPACTED FILL MATERIAL. A MIN 300MM. m
ALL LOOSE MATERIAL AND WATER SHALL BE CLEANED OUT 8910
.1 67 00"
OF FOOTING EXCAVATIONS PRIOR TO CONCRETE 20 10' 6m
PLACEMENT. ALL NEW FOOTING SYSTEMS ARE TO BE
56
° 37.13 00"
40 13' 0
0'
15
DEEPENED TO BEAR BELOW ZONE OF INFLUENCE OF
75° 0
.23
0°
EXISTING STRUCTURES. THE CUT/FILL LINE IS APPROXIMATE
1m
4 m 0"
ONLY. IF THE POSITION
.62 ' 00"
40 13' 0
OF THE ACTUAL CUT/FILL LINES VARIES - REFER TO
33
4
3 10
.23
ENGINEER FOR CONFIRMATION OF FOOTING DETAILS.
0°
°
56
4 m 0"
SURFACE WATER
DIRECT ALL SURFACE WATER AWAY FROM ADJOINING
BUILDINGS AND NEW BUILDING. GROUND SURFACE TO BE
SLOPED MIN 1:20 AWAY FROM BUILDINGS FOR 900mm MIN
AND TO A POINT THAT AVOIDS PONDING NEAR BUILDING.
TR
STORMWATER
ROOF WATER TO STREET KERB OR TO COUNCIL APPROVED
UC
SYSTEM. ALL DOWNPIPES TO BE 90mm DIAMETER TO
1 6 4°
134.3 ' 00"
K
STORMWATER PIPES IN ACCORDANCE WITH A.S. 3500.3 & TO U/G POWER FROM METER BOX TO BE
LO
DISPURSE 125m2 MAX ROOF AREA INSTALLED BY SEA SCOUTS
52
80 m
PLUMBING CONTRACTORS
1m
CA
PLUMBING LAYOUT DIAGRAMMATICAL ONLY. LICENCED
.07 ' 00"
TI
PLUMBER TO CONFIRM ALL PLUMBING AND VENTING ON SITE. 0
13 ° 10
O
PLUMBER & DRAINER INSTALLATION TO COMPLY WITH THE
56
N
STANDARD PLUMBING & DRAINAGE REGULATION 2003.
SEWERAGE
SEWERAGE TO DISCHARGE TO SEWER MAIN OR ON SITE
TREATMENT (TO ENGINEERS DESIGN) AND TO COUNCIL
REQUIREMENTS.
225.190 m
274° 22' 20"
Site Plan N
1 : 1000
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB SITE PLAN
15/09/2025 12:51:25 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A02
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: As indicated
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