Original source · versioned page text
FULL PLAN SET submitted.png
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 400
ASSUMED IN-SITU MATERIAL -150kPA ALLOWABLE BEARING PRESSURE, INTERNAL FRICTION ANGLE Φ = 30° TYP
ASSUMED RETAINED MATERIAL - INTERNAL FRICTION ANGLE Φ = 30° N12-200 EF
LAP 400 AS
ASSUMED INFILL MATERIAL - CONTROLLED FILL CLASS 1
COURSING (800 MAX.)
REQUIRED
STEP TO SUIT
PROPERTIES AND COMPOSITION OF THE IN-SITU MATERIAL, RETAINING MATERIAL AND INFILL MATERIAL IS TO BE
INSPECTED/CONFIRMED BY A SUITABLY QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION OF ANY
RETAINING WALL
190BLOCKWORK N12-300 EF
MAX SLOPE 'Z' BARS
ALL CORES FILLED
1 :4 10 AGGREGATE
2N12
OPTIONAL CAPPING
N16 HORIZONTAL BARS IN
ALTERNATE
COURSES COMMENCING FROM TOP 500
COURSE, OMIT ON THE TOP CLEAN
OUT BLOCKS. LAP 450 AS REQUIRED.
FOOTING RETAINING WALL
DENOTES REINFORCEMENT LOCATION
COARSE FREE
DRAINING BRACKET 'BLOCKAID' OR APPROVED
FOOTING STEP DETAIL
GRANULAR BACKFILL EQUIVALENT - TYPICAL SCALE 1:20
'V' BARS
'H'
WATERPROOF
MEMBRANE 65COVER
TO ARCHITECTURAL
SPECIFICATION - TYPICAL (REFER GENERAL NOTES FOR LAP TABLE)
100 DIA MINIMUM SUB SOIL BIORETENTION MATIERAL NOT
SL72 MESH (T) TO BE CONSIDERED AS FSL.
DRAIN (ON MIN 0.5% FALL)
WITH GEOFABRIC SLEEVE AND DENOTES RETAINING HEIGHT IS TO BE
SURROUND OF 14mm SINGLE CLEANOUT MEASURED FROM THE BASE OF
SIZE AGGREGATE (300 MIN BLOCK THE BIO-BASIN
AROUND PIPE) CONNECT TO
STORMWATER SYSTEM
250
450
N16-400 'L' BARS + N16-400. LAP 450 'X' BARS
N16 DISTRIBUTION BARS 250 AS REQUIRED.
'B1' NOTE:
'B2'
PROVIDE 400 WIDE MASS CONCRETE PIERS AT 2500 CRS
FULL WIDTH OF RETAINING WALL
RETAINING WALL DETAIL TO THE UNDERSIDE OF FOOTING
MASS CONCRETE PIER TO BE FOUNDED
RWB-3 IN NATURAL MATERIAL WITH A SAFE
SCALE 1:20 ALLOWABLE BEARING CAPACITY OF 150KkPa
MASS CONCRETE PIERS ONLY REQUIRED WHERE BASE OF
NOTES:
RETAINING WALL FOOTING IS NOT FOUNDED IN
FOOTING FOUNDED ON NATURAL GROUND - MIN 150kPa BEARING
NATURAL MATERIAL WITH A SAFE ALLOWABLE
CONTROL JOINTS AT 8000 MAXIMUM CENTRES
BEARING CAPACITY OF 150kPa
FOOTING CONCRETE STRENGTH f'c = 32MPa
BLOCKWALLS TO BE ADEQUATELY PROPOSED DURING BACKFILL AND COMPACTION
REFER TO RETAINING WALL AND REINFORCED BLOCK GENERAL NOTES
RETAINING WALL SCHEDULE
BACKFILL CONDITION AT TOP OF
WALL WALL
HEIGHT 5kPA NO SLOPE MAX 1:4 SLOPE
BASE WIDTH REINFORCEMENT REMARKS
'H' 'B1' 'B2' 'X' BARS 'V' BARS f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
800 700 650 N16-400 N12-400 f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
1000 900 800 N16-400 N12-400 f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
1200 1100 900 N16-400 N16-400 f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
1400 1300 1100 N16-400 N16-400 f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
1600 1500 1300 N16-400 N16-400 f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
1800 1700 1500 N16-200 N16-200 f'uc = 15 MPa BLOCK, f'cg = 20 MPa GROUT
2000 1900 1800 N20-200 N20-200 f'uc = 15 MPa BLOCK, f'cg = 32 MPa GROUT
2200 2100 2000 N20-200 N20-200 f'uc = 15 MPa BLOCK, f'cg = 32 MPa GROUT
2400 2300 2200 N20-200 N20-200 f'uc = 15 MPa BLOCK, f'cg = 32 MPa GROUT
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by: 0 4 8 12m
NAME: SHANE SUFFOLK
RPEQ No: 9330 SCALE 1:200 @ A1
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
SIGNED: 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 BIO RETENTION DETAILS
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE SHEET 2 OF 2
South Brisbane QLD 4101
A FOR APPROVAL 30/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION - BVZ SS BVZ MAR 2020 AS SHOWN 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 C4.04 A
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
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.