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16-003302-3202(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
WHERE INDICATED IN FRONT OF WALL
RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL NOTES:
PROPERTY BOUNDARY POSITION
PROPERTY BOUNDARY POSITION
WHERE INDICATED BEHIND WALL
ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND REFER TO BIO-RETENTION BASIN
PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE DRG. 3700 FOR TYPICAL BOULDER
PROPERTY BOUNDARY POSITION
WHERE INDICATED BEHIND WALL
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS WALL IN BASIN DETAIL.
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFILLING)
NOTES: RETAINING WALL DESIGN AND
X
1. RETAINING WALLS TO BE CONSTRUCTED TO CONSTRUCTION TO BE RPEQ
MANUFACTURERS SPECIFICATIONS. CERTIFIED BY THE CONTRACTOR'S
2. CONTRACTOR TO PROVIDE STRUCTURAL TEMPORARY APPROVED NOMINATED GEOTECHNICAL ENGINEER.
TEMPORARY APPROVED
WHERE INDICATED BEHIND WALL
PROPERTY BOUNDARY POSTION
X
X
CERTIFICATION FOR RETAINING WALLS SAFETY FENCE TO WALLS SAFETY FENCE TO WALLS
DESIGN AND CONSTRUCTION. HIGHER THAN 1.00m
0.30m NOTE:
HIGHER THAN 1.00m
3. PROVIDE APPROVED SAFETY FENCE TO ALL F.S.L. BOULDERS TO BE 'RANDOM' GRADE SANDSTONE
WALLS HIGHER THAN 1.0m. (TRENCHED ROCK) RECTANGULAR IN SHAPE.
X
GEOFABRIC TO
4. ALL RETAINING WALL FOOTINGS TO BE 400
HEIGHT USED FOR PAYMENT
FACE OF WALL
LOCATED A MINIMUM 1.0m HORIZONTALLY
CLEAR OF THE ROOFWATER AND SEWER AND PERMEABLE MINIMUM DESIGN REQUIREMENTS:
HEIGHT USED FOR PAYMENT
BE TAKEN BELOW THE ZONE OF INFLUENCE. GEOTEXTILE
- SURCHARGE LOADING ON BACKFILL: 5KPa
MEMBRANE
- ALLOW FOR 1.8m HIGH FENCE
200mm WIDE - MAX 1V:4H SLOPE BEHIND WALL
MINIMUM DESIGN REQUIREMENTS GRANULAR FREE
- SURCHARGE LOADING ON BACKFILL : 5KPa DRAINING MATERIAL
- POST AND FOOTING DESIGN TO ALLOW
300
FOR 1.8m HIGH FENCE F.S.L.
- MAX 1V:4H SLOPE BEHIND WALL
300
100Ø SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE CONCRETE SLEEPERS
TO STORMWATER SYSTEM AX)
1 IN 6 (M
COMPACTED FREE-DRAINING
STEEL UNIVERSAL COLUMNS GRANULAR BACKFILL (APPROX.
40-75mm DIA. SPALLS)
SELECTED COMPACTED BACKFILL 100Ø SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE
TO STORMWATER SYSTEM
TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL TYPICAL 'RANDOM' GRADE SANDSTONE TRENCHED ROCK WALL
SCALE 1 : 20 (A1) SCALE 1:25 (A1)
SCALE 1:50 (A3)
N.S.C. REF NO. MCU15/0111 & REC15/0031
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 21.12.16 ORIGINAL ISSUE HT BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT RETAINING WALLS
2 NOT FOR CONSTRUCTION STAGE 3
3 1:250 5 0 5 10 A1 TYPICAL DETAILS
4 DESIGN APPROVED 1:500 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 3202 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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