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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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RW2 SCHEDULE
200 SERIES 'H' BLOCKWORK
20MPa COREFILL. TYPE H B D 'V' BARS 'S' BARS H1
600 600 - N12-400 N12-400 -
800 800 - N12-400 N12-400 -
1/N12 IN BOND BEAM 1000 800 400 N12-400 N12-400
TYPE 1
-
1200 1100 400 N12-400 N12-400
T.BN12-400
-
.C
55 1400 1300 500 N16-400 -
COVER 1600 1600 500 N12-400 N16-400 -
1800 1800 650 N12-400 N16-400 -
'V' BARS
2000 2000 650 N12-400 N16-400 1000
WATERPROOFING
N12-400 HORIZONTAL 2200 2200 900 N12-400 N16-400 1000
TYPE 2
(LAP 650+CORNER BARS) 2400 2400 900 N16-400 N16-400 1000
200 SERIES BLOCKWORK
20MPa COREFILL. 2600 2700 1050 N16-400 N16-200 1200
2800 2900 1050 N16-400 N16-200 1200
FREE DRAINING
3000 3100 1200 N16-400 N20-200 1400
'H' 3000 HIGH MAXIMUM.
MATERIAL
GEOFABRIC
1/N12 IN BOND BEAM GEOFABRIC WATERPROOFING
A CONTINUOUS WATERPROOFING MEMBRANE IS TO BE APPLIED AND CERTIFIED BY
WATERPROOFING A SPECIALIST WATERPROOFING CONTRACTOR ENGAGED BY THE BUILDER. THE
N12-400 HORIZONTAL WATERPROOFING SYSTEM IS TO INCLUDE ALL SLAB AND WALL
65 COVER BARS (LAP 500) SEALANTS/WATERSTOPS AS REQUIRED. REFER ARCHITECT FOR FURTHER DETAILS.
'H' 1800 HIGH MAXIMUM.
'H' 1800 HIGH MAXIMUM.
GEOFABRIC FREE DRAINING FREE DRAINING MATERIAL
MATERIAL 'V' BARS 10mm CRUSHED ROCK DRAINAGE FILL MATERIAL PLACED AROUND THE DRAINAGE
PIPE FOR A MINIMUM OF 300mm AND EXTENDING UP THE BACK OF THE WALL.
TEMPORARY SAFE 70 2/N12-400 HORIZ.
300 SERIES 'H' BLOCKWORK
TEMPORARY
BATTER IN SAFE COVER (LAP 650+CORNER BARS) AGI PIPE
BATTER IN WITH
ACCORDANCE 100mm DIAMETER SLOTTED PVC AGRICULTURAL PIPE WRAPPED IN GEOTEXTILE
65 ACCORDANCE WITH
GEOTECHNICAL SOCK, LAID TO A MINIMUM GRADE OF 1 IN 100 OVER 15M LENGTH. THE LOW END OF
COVER GEOTECHNICAL
'H1'
SL82 FABRIC EACH RUN IS TO BE CONNECTED TO A STORMWATER SYSTEM. THE UPPER END OF
N12-650 LAP
N16-900 LAP
ADVICE (SHOWN
ADVICE (SHOWN
INDICATIVELY ONLY N16-400 EACH RUN IS TO BE BROUGHT TO THE SURFACE AND CAPPED.
COMPACTED INDICATIVELY ONLY) (650 LAP)
TED
FILL MATERIAL
300 COG GEOFABRIC
50 ERIAL SL82 FABRIC
50
GEOTEXTILE SEPARATION LAYER BETWEEN DRAINAGE FILL MATERIAL AND
TEMPORARY SAFE
200
RETAINED MATERIAL.
BATTER IN
200
200
ACCORDANCE WITH
GEOTECHNICAL TEMPORARY EXCAVATION
250
ADVICE (SHOWN SAFE TEMPORARY EXCAVATION TO BE BATTERED/BENCHED IN ACCORDANCE WITH
250
INDICATIVELY ONLY) GEOTECHNICAL ENGINEERS RECOMMENDATIONS.
350
AGI. PIPE.
AGI. PIPE
N12-400 'S' BARS N12-300 WALL STARTER BARS
N12-300
'D'
(LAP 550) THE POSITION OF THE STARTER BARS TO THE BLOCK WALL IS CRITICAL. CARE MUST
'D'
(LAP 550) BE TAKEN TO ENSURE THEY ARE ACCURATELY LOCATED BY USING STRING LINES,
'S' BARS N16-300
1/N12 (LAP 800) ETC. ADVISE ENGINEER IF BARS ARE OUT OF POSITION BEFORE LAYING BLOCKS.
(LAP 500)
2/N16
300 KEY WHERE (LAP 800)
REQUIRED. REFER
SCHEDULE 'B' 450
'B'
RW2 - TYPE 1 DETAIL RW2 - TYPE 2 DETAIL
SCALE 1:20
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
3.10
.
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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