Council archive · source document
Response to Further advice - 20220156 Kauri St OPW · MCU22/0144
1.95m
0.60m 1.80m
1.00m 1.70m 0.90m 0.30m
0.70m
BOUNDARY
PROPERTY
/
24.45m
23.66m
56
B
20.00m
/
20.00m
0.84m
NATURAL F.S.L
10.00m 10.00m
0.97m
8
1.60m
1
0.00m 0.00m
LOT F.S.L
77.75m
70.00m
60.00m
50.00m
40.00m
30.00m
20.00m
10.00m
0.00m
|B| |B|
|B| |B| |B| |B| |B| |B| |B| |B| |B| |B| |B| |B| |B| |B|
0.30m 0.82m 0.50m
0.45m 0.68m
0.50m
0.88m 1.12m
INTEGRATED BARRIER KERB TO
EDGE OF DRIVEWAY TO PROVIDE
FALL PROTECTION
TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL
PROPERTY BOUNDARY
RETAINING WALL NOTES
1. FINAL DESIGN AND DETAILING OF WALL AND/OR PILING TO BE UNDERTAKEN BY RPEQ
STRUCTURAL ENGINEER ENSURING ALL FOOTINGS, STRUCTURE AND DRAINAGE TO BE
WHOLLY WITHIN SITE BOUNDARY WITHOUT ANY ADVERSE IMPACTS TO STRUCTURAL
UNIT 3
/
TOW 114.8m INTEGRITY OF NEIGHBOURING PROPERTIES.
BATTER TO BOUNDARY
2. DESIGN TO BE BASED ON GEOTECHNICAL ASSESSMENT OF INSITU SOILS BY A SUITABLY
TOW 115.4m
QUALIFIED ENGINEER.
DRIVEWAY UNIT 4 UNIT 5 UNIT 6 UNIT 7 DRIVEWAY UNIT 3.
10 FOOTINGS ARE TO BE DESIGNED TO NOT SURCHARGE ANY SERVICES UNDER OR
ADJACENT TO RETAINING WALL.
RL112.596
4. WALL ALIGNMENT OT BE PEGGED FOR INSPECTION BY SUPERINTENDANT PRIOR TO
112.8
VIP RL 112.326
VIP RL 112.311
VIP RL 112.283
CONSTRUCTION.
5. WALLS TO BE VERTICALLY FACED TO A MAXIMUM HEIGHT OF 3m. FINISH AND COLOUR OF
VIPRL
WALL TO BE APPROVED BY SUPERINTENDANT.
VIP
3. PRIVATE WALLS INCLUDING FOOTING TO BE WHOLLY CONTAINED WITHIN PRIVATE
PROPERTY OF THE SUBJECT SITE
SUPPORT SPACING TO STRUCTURAL
ENGINEERS SPECIFICATION. INSTALL VISITOR PARK
4. DISCHARGE SUBSOIL DRAINAGE BEHIND WALLS TO NEAREST STORMWATER STRUCTURE.
INTERMEDIATE POSTS TO TAPER WALL FL 112.8m VISITOR PARK
DRAINAGE MUST BE FREE DRAINING UNDER GRAVITY. PIPES CONNECTING SUBSOIL
TO SURFACE AS REQUIRED
DRAINAGE TO DRAINAGE PITS OR OUTLETS ARE TO BE SOILID uPVC (NO SLOTS) AND MUST
SEWER MAIN CROSSING TO BE BRIDGED. FOOTINGS TO BE BE FREE DRAINING.
DESIGNED TO NOT SURCHARGE ANY SERVICES UNDER OR
ADJACENT TO RETAINING WALL. 5. BACKFILL GRAVEL/FILTER MEDIA IS REQUIRED IN SITES WITH FINE SANDS, SILTS AND
CLAYS.
A. SIDE (NORTHERN) BOUNDARY RETAINING WALL VIEW 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:
D 19/12/22 RFI UPDATE BRP JB BRP 9 KAURI STREET RETAINING WALL DETAILS MATERIAL CHANGE OF USE
© ABN 89 647 469 707 C
B
19/12/22
28/10/22
POD A UPDATE
RFI ISSUE
BRP
BRP
BRP
BRP
COOROY, QLD, 4563 BEN PARRY 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: 13/01/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C56 20220156 A1 D
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