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Compiled Plans & Documents OPW18-0342 02
HGT/10 300
MINIMUM DESIGN REQUIREMENTS FSL +150
- SURCHARGE LOADING ON BACKFILL : 5KPa
- POST AND FOOTING DESIGN TO ALLOW SELECTED MACHINE
FOR 1.8m HIGH FENCE 50mm CEMENT GROUT CAPPING PLACED INTERLOCKING
GROUTED ROCK RETAINING WALL NOTES:
HEIGHT VARIES (3.0m MAX)
- MAX 1V:4H SLOPE BEHIND WALL ROCK SPALLS, LAID IN
150
PREPARED SHEAR KEY 1. ROCKS TO BE PLACED ON STABLE MATERIAL IN EXCAVATED TRENCH, WITH A MINIMUM NOTE
150mm FILTER SELELCTED EXCAVATION DEPTH OF 25% HEIGHT UNLESS KEYED INTO WELL INTERLOCKED ROCK OR SANDSTONE. LEVELS SHOWN TOE OF WALL ARE GROUND LEVEL AT
GRANULAR MATERIAL TO BE 1 2. ALL ROCKS SHALL BE PREDOMINATELY LARGE (NOMINALLY 500mm) WITH SMALLER THE TOE OF WALL. CONTRACTOR WILL NEED TO
NOTES:
PLACE SIMULATENEOUSLY PIECES ASSISTING WITH SUPPORT AND INTERSTITIAL KEYING OR BLOCKING ONLY. PLACE THE FIRST SLEEPER BELOW THIS LEVEL TO
RP
1. RETAINING WALLS TO BE CONSTRUCTED TO
10
4
WITH WALL CONSTRUCTION SAND CEMENT GROUT 3. EROSION AND SEEPAGE SHALL BE CONTROLLED TO ELIMINATE CONCENTRATED FLOWS ACHIEVE THE CORRECT FINISHED LEVEL AT THE TOP
MANUFACTURERS SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE STRUCTURAL 1 THROUGHOUT OVER OR THROUGH THE COMPLETED WORK. OF WALL. COORDINATES SHOWN ARE ON THE PROPERTY
4. ALL ROCK TO BE SOUND AND NOT DISPOSED TO DETRIMENTAL WEATHERING. BOUNDARY. CONTRACTOR TO OFFSET AS NECESSARY TO
CERTIFICATION FOR RETAINING WALLS 50mmØ DIA SLOTTED CORRUGATED SETOUT POINT 5. BACKFILL GRAVEL/FILTER MEDIA TO SEEPAGE DRAIN IS REQUIRED IN SITES WITH FINE MAINTAIN THE WALL ON THE CORRECT ALIGNMENT
DESIGN AND CONSTRUCTION. PVC SEEPAGE DRAIN, 1.0mx1.0m CTRS.
3. POST AND FOOTING DESIGN TO 100 MIN SANDS, SILTS AND CLAYS.
ACCOMODATE APPROVED 1.80m SAFETY FSL
FENCE TO ALL WALLS HIGHER THAN 1.0m.
300
4. FOOTINGS ADJACENT SERVICES ARE TO -
EXTEND BELOW THE ZONE OF INFLUENCE.
5. POST AND FOOTING TO BE CONSTRUCTED
100mmØ SEEPAGE DRAIN &
SOCK TO SUITABLE OUTLET PROVIDE 150 Dia uPVC CLASS 12 NOOSA COUNCIL
APPROVED PLAN
1.0m EITHER SIDE OF THE SEWER MAIN 300 + 35% CONDUITS THROUGH WALL WHERE
WHERE APPLICABLE. HEIGHT TO BE CONFIRMED BY OTHERS ROOFWATER PIPES TO KERB
OPW18/0342 8 JUN 2019
ADAPTORS OR WATERMAIN PROPERTY
CONNECTIONS ARE REQUIRED
TYPICAL GROUTED ROCK RETAINING WALL
SCALE 1:40
ALLOTMENT ALLOTMENT ROAD/EXTERNAL ALLOTMENT ALLOTMENT ROAD/EXTERNAL
VARIES VARIES
VARIES 0.625 TYP 0.825 TYP TIMBER BOUNDARY
0.825 TYP
BOUNDARY
PROPERTY
FENCE BY OTHERS
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY FENCE TYPICAL BOUNDARY FENCE TYPICAL BOUNDARY FENCE TYPICAL
DETAIL BY BUILDER & OR DETAIL BY BUILDER & OR DETAIL BY BUILDER & OR
OWNERS FENCING OWNERS FENCING OWNERS FENCING
CONTRACTOR CONTRACTOR CONTRACTOR FINISHED LEVEL
0.425 0.400 0.425 0.200 0.325 0.500
TYP TYP TYP TYP TYP TYP
2m NOM. 0.240
POST BRACKET TO
0.315 0.315
MANUFACTURERS SPECIFICATION
2.00 MAX
F.S.L. F.S.L. F.S.L.
300mm Dia uPVC 300mm Dia uPVC
SLEEVES FOR CONCRETE SLEEPERS CONCRETE SLEEPERS SLEEVES FOR CONCRETE
FENCE POSTS AT FENCE POSTS AT SLEEPERS 1.50m
2.4m CENTRES 2.4m CENTRES
0.6-2.0
0.6-2.0
0.6-3.0
TYP
TYP
TYP
8 8 8
400mm WIDE 400mm WIDE 400mm WIDE
CONCRETE SLEEPER
GRANULAR FREE GRANULAR FREE GRANULAR FREE
1 1 1 RETAINING WALL
DRAINING MATERIAL DRAINING MATERIAL DRAINING MATERIAL
F.S.L. F.S.L. F.S.L.
0.300
MIN.
100Ø SLOTTED SUBSOIL DRAIN 100Ø SLOTTED SUBSOIL DRAIN 100Ø SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE WITH FILTER SOCK. DISCHARGE WITH FILTER SOCK. DISCHARGE
1.00
STEEL STEEL STEEL
TO STORMWATER SYSTEM TO STORMWATER SYSTEM TO STORMWATER SYSTEM
POST POST POST
AND AND AND
FOOTING POST FOOTING TO FOOTING POST FOOTING TO FOOTING
POST FOOTING TO BE BE LOCATED BE LOCATED
150Ø SEWER LOCATED ENTIRELY IN 0.750 150Ø SEWER 0.750 150Ø SEWER CONCRETE SLEEPER ALLOTMENT LEVEL
45°
ENTIRELY IN ENTIRELY IN RETAINING WALL
DOWNSTREAM PRIVATE PROPERTY PRIVATE PROPERTY (AS SHOWN)
PRIVATE PROPERTY
0.300
0.300
MIN.
MIN.
MIN.
300
TYPICAL CONCRETE SLEEPER RETAINING WALL TYPICAL CONCRETE SLEEPER RETAINING WALL
TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL
DETAIL AT EXTERNAL BOUNDARY (BELOW) DETAIL AT EXTERNAL BOUNDARY (ABOVE)
AT FENCED BOUNDARIES SCALE 1:20 (A1) SCALE 1:20 (A1)
SCALE 1 : 20 (A1)
TYPICAL TIERED REAR
A
B C BOUNDARY INTERFACE
NOTE: RETAINING WALL DESIGN AND CONSTRUCTION NOTE: ALL STEEL POSTS USED FOR RETAINING WALLS SCALE 1 : 20 (A1)
TO INCORPORATE LOADING FROM ACOUSTIC FENCE MUST BE COATED WITH PROTECTIVE PAINT AS PER
WHERE APPLICABLE CONDITIONS OF APPROVAL. D
FILE: 4001-119.dwg DATE: 17-12-2018 USER: JAMES MCINTYRE
XREFS: X-18-001942-TITLE
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB NV SD SP 18.12.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH RETAINING WALL
A JR JR SP SP 08.04.19 INFORMATION REQUEST RESPONSE Birtinya QLD Australia 4575
A
M B NOT FOR CONSTRUCTION 0 10 20 30 40 50 60 70 80
Telephone 07 5314 2520
Facsimile 07 5314 2522
RETIREMENT LIVING & TYPICAL DETAILS
E
C
N
D
M D
APPROVED SCALE 1:1000 (A1) SCALE 1:2000 (A3) AGED CARE
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 08.04.2019
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 4001-119 A
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