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Appendix D - Civil Engineering Report
Attached to the e-mail Multiple Housing – Type 3 Retirement & Special Needs (10 units) - MCU17/0551.
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DocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03
RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL NOTES:
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
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
X
X
PROPERTY BOUNDARY POSITION
WHERE INDICATED BEHIND WALL
PROPERTY BOUNDARY POSITION
WHERE INDICATED IN FRONT OF WALL
CERTIFICATION FOR RETAINING WALLS SAFETY FENCE TO WALLS SAFETY FENCE TO WALLS
0.30m NOTE:
DESIGN AND CONSTRUCTION. HIGHER THAN 1.00m HIGHER THAN 1.00m
3. PROVIDE APPROVED SAFETY FENCE TO ALL BOULDERS TO BE 'RANDOM' GRADE SANDSTONE
PROPERTY BOUNDARY POSITION
WHERE INDICATED BEHIND WALL
F.S.L.
X
WALLS HIGHER THAN 1.0m. (TRENCHED ROCK) RECTANGULAR IN SHAPE. GEOFABRIC TO
4. ALL RETAINING WALL FOOTINGS TO BE 400 FACE OF WALL
LOCATED A MINIMUM 1.0m HORIZONTALLY
CLEAR OF THE ROOFWATER AND SEWER AND PERMEABLE
BE TAKEN BELOW THE ZONE OF INFLUENCE. MINIMUM DESIGN REQUIREMENTS:
GEOTEXTILE
- SURCHARGE LOADING ON BACKFILL: 5KPa
MEMBRANE
- ALLOW FOR 1.8m HIGH FENCE
200mm WIDE - MAX 1V:4H SLOPE BEHIND WALL
PROPERTY BOUNDARY POSTION
WHERE INDICATED BEHIND WALL
MINIMUM DESIGN REQUIREMENTS GRANULAR FREE
- SURCHARGE LOADING ON BACKFILL : 5KPa DRAINING MATERIAL
- POST AND FOOTING DESIGN TO ALLOW
HEIGHT USED FOR PAYMENT
300
FOR 1.8m HIGH FENCE F.S.L.
- MAX 1V:4H SLOPE BEHIND WALL
HEIGHT USED FOR PAYMENT
100Ø SLOTTED SUBSOIL DRAIN
300
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 1:20 0.2 0 0.2 0.4 0.6 0.8 1 A1 PALM LAKE WORKS PTY LTD
FOR CONSTRUCTION PALM LAKE RESORT RETAINING WALLS
1 06.04.17 ISSUED FOR CONSTRUCTION BF BF 1:40 A3
STAGE 3 TYPICAL DETAILS
DESIGN APPROVED 19 TRADING POST ROAD - COOROY
ANDREW McPHAIL RPEQ 6921 1:25 0.25 0 0.25 0.5 0.75 1.0 1.25 A1 PROJECT No. DRAWING No. REVISION
DISCLAIMER
1:50 A3
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO 16-003302 3202 1
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
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