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S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
ROAD
RESERVE DESIGN SURFACE
BOUNDARY
PROPERTY
ROAD
EXISTING SURFACE RESERVE
ROAD
RESERVE
DATUM RL 7.0 DATUM RL 7.0 DATUM RL 7.0
DESIGN SURFACE DESIGN SURFACE DESIGN SURFACE
7.764
9.877
9.759
8.799
8.693
7.735
7.792
9.881
8.815
EXISTING SURFACE EXISTING SURFACE EXISTING SURFACE
9.874
7.764
9.867
9.858
8.799
8.768
8.738
7.735
7.792
-0.504
-0.504
-0.505
OFFSET OFFSET OFFSET
0.480
0.480
0.480
0.000
0.000
0.000
CHAINAGE 15.000 CHAINAGE 30.000 CHAINAGE 45.744
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
ROAD
RESERVE
BOUNDARY
PROPERTY
ROAD
RESERVE
ROAD
RESERVE
DATUM RL 7.0 DATUM RL 7.0 DATUM RL 7.0
10.402
10.293
10.414
DESIGN SURFACE DESIGN SURFACE DESIGN SURFACE
9.092
8.986
8.078
7.976
8.097
9.108
10.404
10.379
EXISTING SURFACE EXISTING SURFACE
10.371
EXISTING SURFACE
9.090
9.072
9.055
8.078
8.028
8.011
-0.504
-0.504
-0.505
OFFSET OFFSET OFFSET
0.480
0.480
0.480
0.000
0.000
0.000
EARTHWORKS LEVEL 1 NOTE:
CONTRACTOR TO ARRANGE AND MAKE PAYMENT OF AN APPROVED RPEQ
GEOTECHNICAL ENGINEER TO TEST, INSPECT AND CERTIFY ALL EARTHWORKS TO
CHAINAGE 10.000 CHAINAGE 25.000 CHAINAGE 40.000 AS3798 LEVEL 1 CERTIFICATION.
STRUCTURAL NOTES:
ALL WALLS TO BE CONSTRUCTED AS SPECIFIED BY STRUCTURAL ENGINEER.
STABILITY OF ALL EXISTING ADJACENT RETAINING WALLS AND STRUCTURES TO
BE ASSESSED BY A STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORKS.
BOUNDARY
PROPERTY
PROPOSED RETAINING WALL CONSTRUCTION METHODOLOGY, INCLUDING
STABILIZATION OF EXISTING RETAINING WALLS AND STRUCTURES, TO BE
PROVIDED IN ACCORDANCE WITH STRUCTURAL ENGINEERS ADVICE.
BOUNDARY
PROPERTY
ROAD
RESERVE
BOUNDARY
DEMOLITION NOTE:
PROPERTY
ROAD
THE PERSON RESPONSIBLE FOR THE DEMOLITION WORKS SHALL ENSURE THAT
RESERVE
ALL VEHICLES LEAVING THE SITE CARRYING DEMOLITION MATERIALS HAVE THEIR
ROAD LOADS COVERED AND DO NOT TRACK SOIL OR WASTE MATERIALS ONTO THE
RESERVE ROAD.
ASBESTOS REMOVAL NOTE:
10.000
DATUM RL 7.0 DATUM RL 7.0 DATUM RL 7.0 SHOULD ASBESTOS BE PRESENT, ITS REMOVAL SHALL BE CARRIED OUT IN
ACCORDANCE WITH THE NATIONAL OH&S COMMITTEE - CODE OF PRACTICE FOR
SAFE REMOVAL OF ASBESTOS AND ITS CODE OF PRACTICE FOR THE MANAGEMENT
DESIGN SURFACE
9.437
9.343
9.467
10.877
10.939
DESIGN SURFACE DESIGN SURFACE
11.051
8.436
8.437
8.316
AND CONTROL OF ASBESTOS IN THE WORKPLACE.
EXISTING SURFACE WORKPLACE HEALTH AND SAFETY NOTE:
9.436
9.436
9.433
10.969
10.930
EXISTING SURFACE EXISTING SURFACE
11.051
8.436
8.346
8.370
ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
-0.504
-0.504
OFFSET
-0.505
0.480
0.000
OFFSET OFFSET SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
0.480
0.480
0.000
0.000
DIAL BEFORE YOU DIG:
CHAINAGE 5.000 CHAINAGE 20.000 CHAINAGE 35.000 IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
EXISTING SERVICES NOTE:
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
CROSS SECTIONS - SWALE EAST RESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.
SCALE:1:100
0 2 4 6m
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
STORE LOCAL - NOOSAVILLE CHECKED APPROVED
STORELOCAL PTY LTD CROSS SECTION - SWALE EAST 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 - CE14 B
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