Original source · versioned page text
BR190571 - Civil Set
Very large file: it may take a few minutes
The original of this document is very large (11.4 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 5, section 2. The text section number identifies this passage in the reader.
1.8
86
BE
.4
N11 1 6
NOTES
98
8
1
.4 1.
3
50
BE
EX
.3
84
42
X
.5
1
BE E
1
1.
BE
1
.9
6
1. EXISTING EXTERNAL STRUCTURES AND TREES SHOWN ON THESE DRAWINGS ARE
BE
BE
1
0
46
6
.4
59
1.
84 FEATURES EXISTING PRIOR TO ANY SEDIMENT AND DEMOLITION WORKS.
1.
BE
BE
86 2. BULK EARTHWORKS SLOPE TO BE MAXIMUM 1V:2H. CONTRACTOR TO ALLOW FOR ANY
7 X1. REQUIRED SHORING OR PROTECTION TO EXISTING SERVICES AND/OR ADJACENT
50
30
8
22
BE
40
55
8 75 E
EX
1.70
.5
.5
.4
.
.6 1. .7 PROPERTIES DURING EXCAVATION FOR PROPOSED BULK EARTHWORKS AND ANY
1.
1.
1
1
1
1
EX
1 1
1.
35
BE
BE
BE
BE
BE
EX EX EX
62
REQUIRED RETAINING WALLS. CONTRACTOR TO ALLOW TO REINSTATE OR RECTIFY ANY
1.
7
1.60
58
SERVICES AND/OR ADJACENT PROPERTIES DAMAGED DURING EXCAVATION FOR
15 5
1
.8
36
.3 PROPOSED BULK EARTHWORKS AND ANY REQUIRED RETAINING WALLS.
EX
EX
1 X1
1.
1.
E 3. 'LEVEL 1' SUPERVISION IS REQUIRED FOR ALL EARTHWORKS OPERATIONS AND
1.
E
BE
B
72
75
1.50 CERTIFICATION IS TO BE PROVIDED BY THE NOMINATED GEOTECHNICAL TESTING
8 1.40 AUTHORITY FOR THE FOLLOWING ITEMS:
1 .4
- CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS (ie. STRIPPING PROOF
EX
EX
EX
7 ROLLING OF SUBGRADE, etc.) HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE
3 .4
1.
1.
1. 1
43
EX
45
DRAWINGS AND EARTHWORKS SPECIFICATION.
EX - CERTIFICATION THAT THE CONTROLLED FILL IS SUITABLE FOR SUPPORT OF
CONVENTIONAL HIGH LEVEL FOOTINGS AND HAS A MINIMUM BEARING CAPACITY OF
100kPa.
- CERTIFICATION THAT FILL HAS BEEN PLACED AND COMPACTED TO THE REQUIRED
MINIMUM DENSITY IN ACCORDANCE WITH THE DRAWINGS AND EARTHWORKS
SPECIFICATION.
- CERTIFICATION THAT THE QUALITY OF ANY IMPORTED FILL COMPLIES WITH DRAWINGS
AND THE EARTHWORKS SPECIFICATION REQUIREMENTS.
4. CONTRACTOR TO PROVIDE AN EARTHWORKS METHODOLOGY STATEMENT FOR APPROVAL
BY ACOR PRIOR TO COMMENCING WORK ON SITE. THE METHODOLOGY STATEMENT SHALL
DEMONSTRATE THE TREATMENT OF EXISTING FILL, SITE TRAFFICABILITY AND
INCORPORATION OF REQUIRED SEDIMENT AND EROSION WORKS. CONTRACTOR TO
ALLOW TO ATTEND AN ON SITE PRE-START MEETING AND TO EXCAVATE TEST PITS AS
REQUIRED TO DEMONSTRATE THE APPROPRIATENESS OF THE METHODOLOGY
STATEMENT.
5. CONTRACTOR TO ENSURE PRESERVATION AND AVOID DISTURBANCE OF EXISTING
SURVEY MARKS.
6. UNLESS NOTED AS AN EXISTING TREE TO BE RETAINED ON ARCHITECTURAL DRAWINGS
REMOVE OFF SITE ALL EXISTING TREES AND ALLOW TO DEEP RIP TO REMOVE ANY TREE
ROOTS.
7. UNLESS NOTED AS AN EXISTING TREE TO BE RETAINED ON ARCHITECTURAL DRAWINGS
CONTRACTOR TO ENGAGE A QUALIFIED ARBORIST TO CUTBACK ALL FOLIAGE
OVERHANGING THE BOUNDARY LINE.
8. THE CONTRACTOR TO ENSURE ALL FIRE ANT CONTROLS OR RESTRICTIONS ON THIS SITE
ASSOCIATED REQUIREMENTS HAVE BEEN COMPLIED WITH.
9. REMOVE ALL EXISTING SERVICES AND PIPES AND CAP AT THE SITE BOUNDARY PRIOR TO
UNDERTAKING EARTHWORKS.
10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING BUILDING DEMOLITION DETAILS.
11. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DETAILS.
12. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
NOTE: ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
1. ALL BATTERS TO BE 1 IN 4 U.N.O. signifies the drawing has been checked and approved by:
2. ALL BATTER STEEPTER THAN 1:4 TO BE STABILIZED NAME: 0 4 8 12m
SHANE SUFFOLK
AS PER GEOTECHNICAL ENGINEERS SPECIFICATIONS
RPEQ No: 9330 SCALE 1:200 @ A1
SIGNED:
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd BULK EARTHWORKS LAYOUT PLAN
C RFI ISSUE 26/08/20 BVZ SS North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C2.01 C
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.