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Approved Plans - OPW21/0103
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
LOT 58
ON
DESIGN RP228905
LOT 58
BOUNDARY
PROPERTY
SURFACE ON
RP228905
1 in 5.2
1 in 4.9
11.83% 1 in 4.4 EXISTING RETAINING WALL LOT 58
ON
EXISTING SURFACE RP228905
PROPOSED 225∅ PROPOSED 225∅ 2.4%
STORMWATER PIPE STORMWATER PIPE
PROPOSED 225∅
ROPOSED DN160 SEWER MAIN STORMWATER PIPE
ROPOSED DN160 SEWER MAIN
ROPOSED DN160 SEWER MAIN
DATUM RL 6.0 DATUM RL 5.0 DATUM RL 5.0
DESIGN SURFACE DESIGN SURFACE DESIGN SURFACE
9.343
9.654
8.745
7.403
8.356
9.000
7.305
9.671
EXISTING SURFACE EXISTING SURFACE EXISTING SURFACE
9.490
9.654
8.458
7.334
9.580
8.067
8.366
7.838
-3.295
-1.703
OFFSET OFFSET OFFSET
4.082
0.000
0.000
2.805
0.000
1.539
CHAINAGE 15.000 CHAINAGE 30.000 CHAINAGE 45.131
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
LOT 58
BOUNDARY
PROPERTY
LOT 58 ON
ON RP228905
RP228905
LOT 58
1 in 7.3
1 in 4.3 1 in 6.8 1 in 5.9 ON
RP228905
PROPOSED 225∅
PROPOSED 225∅
EXISTING RETAINING WALL 9.64% 1 in 7.7 -
STORMWATER PIPE
STORMWATER PIPE
PROPOSED 225∅
NOOSA COUNCIL
STORMWATER PIPE
ROPOSED DN160 SEWER MAIN
ROPOSED DN160 SEWER MAIN
APPROVED PLAN
DATUM RL 6.0 DATUM RL 5.0 DATUM RL 5.0 OPW21/0103 13 JUL 2021
DESIGN SURFACE DESIGN SURFACE DESIGN SURFACE
9.985
9.975
7.708
9.054
8.647
9.054
9.713
8.128
8.181
EXISTING SURFACE EXISTING SURFACE EXISTING SURFACE
9.703
9.880
9.975
7.963
8.146
7.686
7.682
7.833
8.161
EARTHWORKS LEVEL 1 NOTE:
CONTRACTOR TO ARRANGE AND MAKE PAYMENT OF AN APPROVED RPEQ
GEOTECHNICAL ENGINEER TO TEST, INSPECT AND CERTIFY ALL EARTHWORKS TO
-4.356
-2.764
-1.993
OFFSET OFFSET OFFSET
3.649
0.000
0.000
0.000
2.383
AS3798 LEVEL 1 CERTIFICATION.
1.117
STRUCTURAL NOTES:
CHAINAGE 10.000 CHAINAGE 40.000 ALL WALLS TO BE CONSTRUCTED AS SPECIFIED BY STRUCTURAL ENGINEER.
STABILITY OF ALL EXISTING ADJACENT RETAINING WALLS AND STRUCTURES TO
CHAINAGE 25.000 BE ASSESSED BY A STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORKS.
PROPOSED RETAINING WALL CONSTRUCTION METHODOLOGY, INCLUDING
STABILIZATION OF EXISTING RETAINING WALLS AND STRUCTURES, TO BE
PROVIDED IN ACCORDANCE WITH STRUCTURAL ENGINEERS ADVICE.
BOUNDARY
DEMOLITION NOTE:
PROPERTY
THE PERSON RESPONSIBLE FOR THE DEMOLITION WORKS SHALL ENSURE THAT
BOUNDARY
LOT 58 ALL VEHICLES LEAVING THE SITE CARRYING DEMOLITION MATERIALS HAVE THEIR
PROPERTY
BOUNDARY
PROPERTY
ON LOADS COVERED AND DO NOT TRACK SOIL OR WASTE MATERIALS ONTO THE
LOT 58
RP228905 ROAD.
ON LOT 58
6.71%
RP228905 ON
RP228905
1 in 6 ASBESTOS REMOVAL NOTE:
1 in 5.7 SHOULD ASBESTOS BE PRESENT, ITS REMOVAL SHALL BE CARRIED OUT IN
10.000
.0 ACCORDANCE WITH THE NATIONAL OH&S COMMITTEE - CODE OF PRACTICE FOR
9.74% 1 in 4
SAFE REMOVAL OF ASBESTOS AND ITS CODE OF PRACTICE FOR THE MANAGEMENT
PROPOSED 225∅
AND CONTROL OF ASBESTOS IN THE WORKPLACE.
STORMWATER PIPE
ROPOSED DN160 SEWER MAIN PROPOSED 225∅
ROPOSED DN160 SEWER MAIN STORMWATER PIPE WORKPLACE HEALTH AND SAFETY NOTE:
DATUM RL 6.0 DATUM RL 6.0 ROPOSED DN160 SEWER MAIN ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
DATUM RL 5.0
10.302
10.283
DESIGN SURFACE DESIGN SURFACE CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
10.113
9.363
8.993
9.338
SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
DESIGN SURFACE
8.437
8.064
8.870
10.290
10.283
10.146
EXISTING SURFACE EXISTING SURFACE DIAL BEFORE YOU DIG:
9.079
9.328
9.114
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
EXISTING SURFACE PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
8.718
9.160
8.151
ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
-2.234
-2.817
OFFSET OFFSET
0.000
0.695
0.000
1.961
BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
-3.826
OFFSET
0.000
3.227
EXISTING SERVICES NOTE:
CHAINAGE 5.000 CHAINAGE 20.000 THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
CHAINAGE 35.000 EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
RESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.
CROSS SECTIONS - SWALE WEST
SCALE:1:100 6m
0 2 4
REAL PROPERTY DESCRIPTION
SCALE 1:100 (A1)
LOT 59 ON RP228906
© MILANOVIC NEALE CONSULTING ENGINEERS
(SCALE BEFORE REDUCTION)
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
C COUNCIL RFI 31.05.21 SM
D COUNCIL RFI RE-ISSUE 25.06.21 SM STORE LOCAL - NOOSAVILLE CHECKED APPROVED
STORELOCAL PTY LTD CROSS SECTION - SWALE WEST DH
BRISBANE IPSWICH
STAGE 3 DRAWING No. REV.
SYDNEY GOLD COAST
PH No. (07) 3255 1877 PH No. (07) 3281 6603 PH No. 1300 827 901 PH No. 1300 827 901 S12884 - CE15 D
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