Council archive · source document
Lumina STG4B · OPW18/0155.02
Attached to the e-mail Generally in Accordance Request - 12-14 Serenity Cl, Noosa.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
4B1 4B2 4B3 4B4 4B5 4B6 4B7 SHEET PILE NOTES
SP 1. Design Loads:
SF1 SF1
CJ
a) Design based on maximum excavation levels as shown.
4BA Design based upon soil strata as per Golder Associates report
number 087682058 002 Rev.1 Dated December 2008.
SF1
SP CJ
SF1
SF1
b) 5 kPa surcharge U.N.O.
DJ
SF1 SF1 SF1 2. Deflection in cantilevered sheets must be expected which may cause
CJ
SF2 SF1
CJ
SF1
SP 4BB
cracking in adjacent structures or damage to inground services. If deflection
DJ is unacceptable, then either provide struts to walers from anchor blocks in
100 SF1
SF1
SF1
SF1
SF1
ground, or install approved anchor system.
SJ
SJ
PF5 PF5 CJ
BC1
BC1
SP
SF2 SF2 SF2 SF2 SF2 SF2 400mm STEP 3. Builder to locate all services before installing sheets or anchors. Install
SF1
as required to clear same.
DJ
BC1
BC1
DJ DJ DJ DJ DJ DJ SJ SJ SJ
PROPOSED RAINWATER
RW1 4. Approval to be obtained from adjacent property owners (by others)
HARVESTING TANK
BC1 STEP TO
ARCHITECTS before installing anchors.
250
SP
PF3 PF3 SPECIFICATIONS. 5. ASP propose to install sheets by using vibration. Some cracking in brittle
SF1
CJ
STEP TO ARCHITECTS
PF3 structures adjacent to sheet piling must be expected.
SPECIFICATIONS.
4BC 6. Extent of shoring shown is for excavation. Provide additional shoring as
SF1
SJ
SJ
SJ
SJ
SJ
DJ
DJ
SJ
SP required if de-watering is needed.
PF2 PF2 PF2 PF2 PF2 7. Predrill ground as required for sheet installation.
SF1
8. Design assumes site and zone of influence behind shoring is to be
DJ
SP SF2 de-watered for the working life of the shoring.
SJ SJ SJ SJ SJ SJ SJ SJ
4BD
BC1 BC1 BC1 BC1 BC1 BC1 SF2 NOTE: protection and stabilisation of edges of excavations and faces of
CJ
SP embankments shall be the responsibility of the builder.
BC1
4m WIDE TEMPORARY
PF3
RW2
ACCESS LOCATION
CJ
U.N.O. Unless noted otherwise
PF3
DJ
DJ
SJ
SJ
SJ
SJ
SJ
SJ
SF1
SP T.O.S. Top of sheet
GRATED PITS TO S.W.L. Safe working load
HYD.ENGINEERS
NGL Natural Ground Level (RL AHD)
SJ SJ SJ SJ SJ SJ SJ SJ SJ
SP
CJ
SF2
125 125 125
SJ
SJ
SJ
SJ
SJ
DJ
DJ
SP
PF1 PF1
SJ
SF2 SF2 SF2 940
SJ SJ BC1 SJ SJ SJ SJ BC1 DJ DJ
4BE DJ 35
SP
STEP TO ARCHITECTS 4mm thk.
400 TYP
400 TYP
DJ
SPECIFICATIONS.
SJ
SJ
BC1
170
45 35
SJ
SP
LIFT 1 DJ DJ LIFT 2 SJ SJ
EARTHWORKS PAD LEVEL
SF1
SF2
SF2
BJ
RL 11.9
BJ
PF4 KERB TO ARCH.
SF1
75 420 170
SJ
SP
BJ
BJ
SJ
SPECS.
SF1
SF1
DJ
DJ
SF2
SJ
KERB TO ARCH.
100 100
DJ
SP SF2 DJ DJ
SPECS. 170/4 INTERLOCKING PROFILE
SF2
SJ SJ SF2 GRADE HA250
SJ SJ SJ SJ
BJ BJ
DJ
SF2 SF2
SP
STEP TO ARCHITECTS
SF1
SF1
SPECIFICATIONS.
GRATED
SJ
SF2
SF2
SJ
100 PF2 100 DRAIN TO
SF2
SF2
SF1
ARCH. SPECS.
SJ
SP
SF1
4BF
DJ DJ
DJ
SP PF6 BC1 SF2
SJ
PF7 SF1
4BG BJ BJ
SP DJ DJ DJ DJ DJ DJ DJ
SF2
UP SF1 SF1 UP
RW2
SF2 SF2 SF2 SF2 SF2 SF2 SF2
SF1
SF1
SF1
SF1
SF1
SF1
SF1
SF1
SP
100 100
STAIR No.1 STAIR No.2
2.2 4BH
SF2 SJ
SP
BJ
EXCAVATION TO RL 9.7
SF2
CJ
SF1 SF1 REFER CIVIL ENG. DWGS
FOR RAMP DETAILS
SF1
SP SF1 SF1
CJ
DJ
SP FOOTING
STEP
CJ
RW1
FOOTING
1 VERTICAL : 2 HORIZONTAL STEP
BATTER
T.O.F 12 CJ
.70 STEP
T.O.F 1
STEP CJ 2 .70
T.O. CJ STEP
F 13.3
0 T.O.F 1
CJ 3.30
5.4
CJ
STE
P RW1
T.O
T.O
CJ
.F
. F1
13
RW1
3.9
CJ
.90
0
T.O.F 13
EARTHWORKS PAD LEVEL NOTE:
STEP
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Section 2
CJ
CJ
CJ
CJ
.30
RL 15.1
SF3
T.O.F STEP
CORNER CLUTCHES TO BE
14.5 CJ T.O.F 13
0 .90
USED ON ALL CORNERS.
SF3
STE
P
CJ
T.O.F
14.9
0
CJ
SF2
STE
P
CJ
T.O.F 1
14.6
0 RW
PF6
CJ
CJ
T.O.F 14.9
RPEQ 2011
STEP
CJ
STEP
RW2 RW3
0
CJ
T.O.F 1 NOTE:
SITE PLAN
4.50
CJ
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNLESS
SCALE 1:100 AT A1
SIGNED BY ASP FOUNDATION PILING
EA
SE
ME
NT
(ANY FUTURE STRUCTURE
BO
UN
DA
IN THIS AREA TO BE SUPPORTED
RY
ON FOUNDATION PILES)
5 kPa SURCHARGE ONLY
ASP FOUNDATION PILING PTY LTD
(ANY FUTURE STRUCTURE ABN 18 605 461 023
PAD RL 15.1 37 ALBERTON RD
IN THIS AREA TO BE SUPPORTED ASP ALBERTON QLD 4207
ON FOUNDATION PILES) WEB: www.ausheet.com.au
20°
PHONE: 1300 949 607
5 kPa SURCHARGE ONLY ANC RL 13.5 FAX: 0755 949 048
Temporary Anchors 20T SWL Project
SHORING
5400
@ 1800 ctrs. 9000 long.
Lock off at 8T.
PAD RL 11.9 LOT 100 SETTLERS COVE,
20°
ANC RL 11.1 12-14 SERENITY COVE
2200
NOOSA, FOR
45°
Temporary Anchors 12T SWL
45°
@ 1800 ctrs. 9000 long. RCQ CONSTRUCTION
Lock off at 8T. EXC. RL 9.7 EXC. RL 9.7 Subject
1800
1800
Date Design Drawn Checked
ASP 170/4 I.L. SHEETS ASP 170/4 I.L. SHEETS
MAR 21 LO CM
4000 LONG. 7200 LONG.
JOB No. DRG. No.
J10233
SCALES
REV. Mk.
2
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