Original source · versioned page text
RFI - 20220156 Kauri St OPW REV B
1.8m LAPPED & CAPPED TIMBER
FENCE TO ARCHITECTURAL
SPECIFICATION
1.8m LAPPED & CAPPED TIMBER
FENCE TO ARCHITECTURAL
/
SPECIFICATION
/
1m SLEEPER RETAINING
VARIES WALLS
3m
/
/
VARIES
875 725
/
1m
VARIES
SLEEPER RETAINING
WALLS
3m
SLEEPER RETAINING
/
VARIES
WALLS
725
0.8m - 2m TYP.
1m
VARIES
BACKFILL WITH SOIL TO
LANDSCAPERS SPECIFICATIONS
MIN 400mm WIDE STEEL POST
GRANULAR FREE
1.5m - 3m TYP.
DRAINING MATERIAL
0.8m - 2m TYP.
STEEL POST
1000
MIN 400mm WIDE STEEL POST Ø100mm SLOTTED
GRANULAR FREE SOCKED SUBSOIL DRAIN.
8
DRAINING MATERIAL DISCHARGE TO INTERNAL
SW DRAINAGE SYSTEM
MIN 400mm WIDE
GRANULAR FREE
DRAINING MATERIAL
1m
RETAINING WALL CONCRETE FOUNDATION
SETOUT POINT
Ø100mm SLOTTED
SOCKED SUBSOIL DRAIN.
DISCHARGE TO INTERNAL
SW DRAINAGE SYSTEM
Ø100mm SLOTTED
RETAINING WALL CONCRETE FOUNDATION SOCKED SUBSOIL DRAIN. RETAINING WALL
SETOUT POINT DISCHARGE TO INTERNAL SETOUT POINT
SW DRAINAGE SYSTEM
CONCRETE FOUNDATION
TYPICAL FRONT BOUNDARY CONCRETE SLEEPER TYPICAL TIERED CONCRETE SLEEPER TYPICAL SIDE BOUNDARY CONCRETE SLEEPER
RETAINING WALL DETAIL RETAINING WALL DETAIL RETAINING WALL DETAIL
RETAINING WALL NOTES
1. FINAL DESIGN AND DETAILING OF WALL TO STRUCTURAL ENGINEERS SPECIFICATION.
2. DESIGN TO BE BASED ON GEOTECHNICAL ASSESSMENT OF INSITU SOILS BY A SUITABLY
QUALIFIED ENGINEER.
3. FOOTINGS ARE TO BE DESIGNED TO NOT SURCHARGE ANY SERVICES UNDER OR
ADJACENT TO RETAINING WALL.
4. WALL ALIGNMENT OT BE PEGGED FOR INSPECTION BY SUPERINTENDANT PRIOR TO
CONSTRUCTION.
5. WALLS TO BE VERTICALLY FACED TO A MAXIMUM HEIGHT OF 3m. FINISH AND COLOUR OF
WALL TO BE APPROVED BY SUPERINTENDANT.
3. PRIVATE WALLS INCLUDING FOOTING TO BE WHOLLY CONTAINED WITHIN PRIVATE
PROPERTY OF THE SUBJECT SITE
4. DISCHARGE SUBSOIL DRAINAGE BEHIND WALLS TO NEAREST STORMWATER STRUCTURE.
DRAINAGE MUST BE FREE DRAINING UNDER GRAVITY. PIPES CONNECTING SUBSOIL
DRAINAGE TO DRAINAGE PITS OR OUTLETS ARE TO BE SOILID uPVC (NO SLOTS) AND MUST
BE FREE DRAINING.
5. BACKFILL GRAVEL/FILTER MEDIA IS REQUIRED IN SITES WITH FINE SANDS, SILTS AND
CLAYS.
6. TEMPORARY RETENTION DURING CONSTRUCTION TO GEOTECH AND STRUCTURAL
ENGINEERS SPECIFICATION
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
9 KAURI STREET TYPICAL DRIVEWAY MATERIAL CHANGE OF USE
© ABN 89 647 469 707
B 28/10/22 RFI ISSUE BRP BRP
COOROY, QLD, 4563 BEN PARRY SECTIONS AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
NOT USED SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 28/10/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C55 20220156 A1 B
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.