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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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200 SERIES 'H' BLOCKWORK RW1 SCHEDULE
20MPa COREFILL.
1/N12 IN TYPE H B D 'V' BARS 'S' BARS H1
BOND BEAM
600 600 - N12-400 N12-400 -
800 600 - N12-400 N12-400 -
1000 700 - N12-400 N12-400
TYPE 1
-
850
T.B N12-400
1200 400 N12-400 N12-400 -
200 SERIES BLOCKWORK
.CN12-400
1400 1000 400 N16-400 -
20MPa COREFILL. 'V' BARS
1/N12 IN 1600 1300 500 N16-400 -
BOND BEAM 1800 1450 500 N12-400 N16-400 -
'H' 3000 MAXIMUM HIGH
N12-400 HORIZONTAL FREE DRAINING
2000 1650 600 N12-400 N16-400 1000
BARS(LAP 650+ MATERIAL.
CORNER BARS) 2200 1800 600 N12-400 N16-400 1000
TYPE 2
2400 2000 700 N16-400 N16-400 1000
N12-400 HORIZONTAL WATERPROOFING 2600 2150 700 N16-400 N16-200 1200
BARS (LAP 500) 2800 2300 900 N16-400 N16-200 1200
65 COVER GEOFABRIC
'H' 3000 MAXIMUM HIGH
55 COVER 3000 2500 N16-400 N20-200
'H' 1800 MAXIMUM HIGH
900 1400
'V' BARS WATERPROOFING
WATERPROOFING
TEMPORARY SAFE A CONTINUOUS WATERPROOFING MEMBRANE IS TO BE APPLIED AND CERTIFIED BY
CERTIFIED "COMPACTED"
BATTER IN
FREE DRAINING FILL MATERIAL A SPECIALIST WATERPROOFING CONTRACTOR ENGAGED BY THE BUILDER. THE
ACCORDANCE WITH
MATERIAL IN ACCORDANCE WITH WATERPROOFING SYSTEM IS TO INCLUDE ALL SLAB AND WALL
GEOTECHNICAL
GEOTECHNICAL ADVICE SEALANTS/WATERSTOPS AS REQUIRED. REFER ARCHITECT FOR FURTHER DETAILS.
ADVICE (SHOWN
GEOFABRIC
N12 - 650
N16 - 900
INDICATIVELY ONLY)
'S' BARS FREE DRAINING MATERIAL
10mm CRUSHED ROCK DRAINAGE FILL MATERIAL PLACED AROUND THE DRAINAGE
20MPa CONC FILL ALL CORES
65 COVER CERTIFIED "COMPACTED"
300 SERIES 'H' BLOCKWORK
FILL MATERIAL AFE PIPE FOR A MINIMUM OF 300mm AND EXTENDING UP THE BACK OF THE WALL.
2/N12-400 HORIZONTAL
IN ACCORDANCE WITH (LAP 650+CORNER BARS)
70 COVER
50 WITH
GEOTECHNICAL ADVICE AGI PIPE
200
AGI. PIPE L 100mm DIAMETER SLOTTED PVC AGRICULTURAL PIPE WRAPPED IN GEOTEXTILE
WN 'H1' SOCK, LAID TO A MINIMUM GRADE OF 1 IN 100 OVER 15M LENGTH. THE LOW END OF
ONLY) 'S' BARS TEMPORARY SAFE EACH RUN IS TO BE CONNECTED TO A STORMWATER SYSTEM. THE UPPER END OF
250
BATTER IN EACH RUN IS TO BE BROUGHT TO THE SURFACE AND CAPPED.
ACTED" ACCORDANCE WITH
'D'
N12-300 AL GEOTECHNICAL
ADVICE (SHOWN
GEOFABRIC
(LAP 550) WITH GEOTEXTILE SEPARATION LAYER BETWEEN DRAINAGE FILL MATERIAL AND
ADVICE 50 INDICATIVELY ONLY)
200
AGI. PIPE RETAINED MATERIAL.
'S' BARS
2/N12 BOTTOM
(LAP 550)
TEMPORARY EXCAVATION
SAFE TEMPORARY EXCAVATION TO BE BATTERED/BENCHED IN ACCORDANCE WITH
300
N16-400
300 KEY WHERE GEOTECHNICAL ENGINEERS RECOMMENDATIONS.
(650 LAP)
REQUIRED. REFER
SCHEDULE 'B'
WALL STARTER BARS
'D'
'S' BARS N16-300 THE POSITION OF THE STARTER BARS TO THE BLOCK WALL IS CRITICAL. CARE MUST
(LAP 800) BE TAKEN TO ENSURE THEY ARE ACCURATELY LOCATED BY USING STRING LINES,
ETC. ADVISE ENGINEER IF BARS ARE OUT OF POSITION BEFORE LAYING BLOCKS.
RW1 - TYPE 1 DETAIL 2/N16 BOTTOM
(LAP 800)
SCALE 1:20
450
'B'
RW1
RW1 - TYPE 2 DETAIL
SCALE 1:20
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: RETAINING WALL DETAILS
3.9
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
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