Council archive · source document
Approved Plans OPW18/0264
Plans and drawings: the text below has words only, no drawings.
24 Arakoon Cres. Sunshine Beach - NOOSA COUNCIL APPROVED PLAN OPW18/0264 22 NOV 2018 As annotated by Council JW Const. Ara ko on Cr es . Sheet List Sheet Number Sheet Name 100 Cover Page 101 General Notes 102 Temporary Shoring Plan 103 Monitoring Plan 104 Wall 1 105 Walls 2 & 6 106 MDSP Sheet Piles in W2 and W6 (As built - 20070502) 107 Pool Walls INGROUND SOLUTION SPECIALISTS www.mesos.com.au Contact： 1300 10 MESO (6376) 53 General Holmes Drive NSW 2016 ACN: 613 284 558 Project 24 Arakoon Cres. Sunshine Beach 15m Client JW Const. Architect Shaun Locky Architecture Coastal Protection Area Extend Structural Eng. 15m Within The Property From Geotechnical Eng. Soil Surveys The Rear Boundary Surveyor CadCon Designed by H.Ajorlou Drawn by H.Ajorlou Checked by E.Woon Issued Date For Review (FR) 20180803 Drawing Title Cover Page Job ID Drawing Number Revision 18-029 SH 100 A This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:26 AM A0 © Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
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Page 2
General notes Surcharges notes Sheet pile notes Anchor notes
1. This drawings shall not be used for setout purposes. This 1. The nominal surcharge shall not exceed 10 kPa unless 1. The proposed sheet pile wall acts as a temporary earth- 1. The proposed anchor acts as a temporary-earth retaining
drawings shall be read in conjunction with the design report, otherwise stated. retaining wall. support.
specification, architectural drawings, structural drawings, survey 2. The traffic load on the major road is shall be less than 20 kPa. 2. Vibration monitoring is recommended to record the vibration 2. The proposed location of the anchor is preliminary and it is
drawings, other contract documentation and the requirements 3. MESO shall be notified of any load which is not stated above. level as and when required by the vibration consultant subjected to the approval from the owners of the adjacent
of MESO and/or the relevant authorities. 4. An exclusion zone extending 1m from the facing temporary 3. The sheet pile wall consists of SCH-5-750 sections. property.
2. All dimensions are in mm unless otherwise stated. earth-retaining wall shall be set up. A temporary fencing around 4. All sheet piles shall be interlocking with each other 3. MESO shall be notified before finalizing the design if the
3. All reduced levels are referenced to Australian Height Datum. the perimeter of the exclusion zone is recommended. 5. The steel grade of the sheet pile is S355 according to DIN EN installed anchors are required to be destressed.
4. The dimensions shall not be obtained by scaling the elements. 10249. 4. The anchor adopted consists a 250mm diameter helical screw
5. The contour of the ground level are in reduced level, generated 6. The sheet pile shall installed in accordance to AS2159 - Piling. head connected with a solid steel rod of 40mm diameter.
Excavation notes 7. The project architect and project structural engineer shall take
from the reduced level stated in the topographical plan and 5. All anchors shall be ‘proof load’ tested during installation.
1. Excavation must be carried out in accordance with the into account the stipulated positional tolerance AS2159 - Piling
does not represent the actual ground level on site. 6. Each anchor shall be tensioned to the required ‘proof load’ and
approved plans and excavation certificates, not exceeding the and the estimated deflection of the sheet pile wall.
6. Should any ambiguity, error, omission, discrepancy, holding at that load for at least 15 minutes. Then, the anchor
specified reduced level or depth. No excavation until preceding
inconsistency or other fault exist or seem to exist in the contract shall be relaxed to the specified ‘lock off’ load.
‘Hold Points’ has been released. SCH 5
documents (e.g. design report, drawings), immediately notify in 7. The pressure gauge on the hydraulic jack shall be calibrated.
2. Completion of each stage of construction listed below
writing to the MESO. 8. The typical pressure in PSI for a 30t jack in kN is
constitutes a ‘Hold Point’. At each ‘Hold Point’, certification must
7. All workmanship, materials and tolerance shall be in
be provided by MESO that the conditions listed after each stage
accordance with the requirements of current Australian
of construction below have been met before releasing each
Standard and the bylaws, ordinances or other requirements of
‘Hold Point’.
the relevant building authorities.
a. After construction of the temporary retaining structures, but
8. All proprietary items are to be installed and fixed in accordance
before commencement of excavation
with the manufactures specifications and instructions.
b. After excavation to and installation of the first row of
9. All work is to be carried out in accordance with all Workover Weight /sq.m. (kg/m2) 49.9
supports or anchors
requirements and occupational health and safety act Weight /I.m. (kg/m) 37.4
c. After excavation to and installation of the subsequent row of
regulations. Sectional Area (cm2/m) 63.6
supports or anchors
10. The Head Contractor shall ensure all works are carried out in a Section Modulus (cm3/m) 511
d. After excavation to and construction of the base of the
manner that will not cause any damage to adjacent properties, Moment of Inertia (cm4/m) 6535
excavation
services, roads and/or utilities.
e. After de-stressing and removal of any row of supports or
11. A dilipidation survey of adjacent properties and structures is
anchors
required before commencement of works. Comparison Dewatering notes (if any)
dilipidation survey is required to be undertaken at the 1. The location of dewatering well and effective dewatering radius
completion of the works. Monitoring regime notes
1. The monitoring regime shall be conducted by the Head is indicative only and shall be subject to the assessment and
12. All site records related to the temporary shoring works shall be approval from dewatering consultant.
submitted to MESO on a weekly basis for review. Contractor.
2. Exsisting building and assets that may be affected shall be 2. The Head Contractor shall consult dewatering consultant
13. Please contact MESO should there be any doubts or regarding on dewatering draw down analysis and the effects of
uncertainties observed on site. instrumented and monitored.
3. Head Contractor shall monitor and maintain the monitoring dewatering and provide to MESO.
record and provide to MESO for verification. 3. Appropriate water monitoring and management should be in
Temporary earth-retaining system notes 4. A notice of 24 hours is shall be provided if MESO is required for place to ensure that groundwater assumptions are met.
1. All underground utilities, services, existing structures and site inspection. 4. Appropriate drainage within the site shall be provided to prevent
excavation within a 1:3 (vertical: horizontal) zone of influence 5. Monitoring frequency shall be every week or at each stage of pooling of water.
from the bulk excavation level shall be located by the Head excavation, whichever is earlier/shorter.
Contractor. The Head Contractor is responsible for ensuring 6. There are review levels specified for each wall. The following
that these are either avoided or relocated as appropriate. *The graph shown above is for reference only. Please refer to the
trigger threshold criteria shall be adopted and adhered by the
2. All set out and levelling shall be conducted by the Head calibrated datasheet, which is unique for each pressure gauge.
client, client’s consultant, builder and excavation contractor.
Contractor in accordance with architectural drawings and this • Alert level
drawing. If the lateral displacement is less than this level, excavation
3. The required gap between the temporary earth-retaining wall could be continued.
and the basement wall is determined by the Head Contractor. • Action level
Confirmation on the installation record for the temporary earth- If the lateral displacement is beyond this level, Head Contractor
retaining wall implies the as-built alignment of sheet pile is to should notify RMS and MESO. The monitoring data shall be
the satisfactory of the Head Contractor. reviewed. The frequency of monitoring should be increased.
4. The permanent structure is to be constructed and backfilled as • Alarm level
soon as possible following excavation. If the lateral displacement is greater than this level, stop all
5. Any variation to the design assumptions made shall be notified excavation works. Head Contractor should notify RMS and
to MESO for approval. MESO. Monitoring must be carried out daily until otherwise
6. Installation record for the installed temporary earth-retaining stated. A risk assessment is to be completed and a contingency
system shall be provided by MESO. plan is to be implemented before the excavation can be INGROUND SOLUTION SPECIALISTS
7. Surface water shall be directed away from the top of earth- commenced. www.mesos.com.au Contact： 1300 10 MESO (6376)
retaining structures and not allowed to pond behind the top of 6. The monitoring shall be carried out at the following stages:
53 General Holmes Drive NSW 2016 ACN: 613 284 558
the wall or enter the subsurface drainage system. • Once the temporary earth-retaining wall is installed, Project 24 Arakoon Cres. Sunshine Beach
8. The design and analysis relied on the accuracy of the establish baseline data before any excavation Client JW Const.
information provided. MESO shall be notified if the site • The monitoring data should be collected after each Architect Shaun Locky Architecture
condition and subsurface ground conditions encountered differ excavation to reduced level as specified in excavation Structural Eng.
than the assumptions stated in the design report and drawings. certificate, before installation of anchor/brace Geotechnical Eng. Soil Surveys
9. Stability of all temporary slopes/batters is the responsibility of • Prior to the daily commencement of works and at
Head Contractor. Surveyor CadCon
completion, MESO and the Head Contractor shall conduct a
10. Geotechnical inspection is required for any excavation into visual inspection for signs of displacement and distress
Designed by H.Ajorlou
rock. • MESO shall be notified immediately if the recorded Drawn by H.Ajorlou
11. MESO shall be notified if the earth-retaining system installed is displacement is larger than the review level Checked by E.Woon
for a duration more than 6 months.
Issued Date
Working Platform
1. Working platform shall be designed competent engineer to
- meet the stability and bearing requirement based on the For Review (FR) 20180803
information provided by the piling contractor Drawing Title
NOOSA COUNCIL 2. No over-excavation for the platform has been considered in the
APPROVED PLAN design.
General Notes
OPW18/0264 22 NOV 2018
Job ID Drawing Number Revision
18-029 SH 101 A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:28 AM A0
© Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
Page 3
Scale 1:50 0m 2.5m
LEGEND
Project boundary line
)
Multiple storey building 1/ 5. 58 m (#7
P
P2/ 5.23 m (#
P4/ 3.75 m (#5)
3.14 m
1.60 m DCP04
Approximate location
7)
P3/ 6.08 m (#8) P05
MDSP6 11.1
HA01
MDSP2 10.2
of stormwater pipe
DCP03
HA02
m
m
W6 2.3m (#3
W2 2.3m (#3
)
Arakoon Crescent
)
3.57 m
3.65 m
W1-2 2.3m (#3)
4.40 m
Public pathway
W1-1 4.5m (#6) W1-3 6m (#8) W1-4 5.3m (#7) W1-5 3m (#4)
INGROUND SOLUTION SPECIALISTS
www.mesos.com.au Contact： 1300 10 MESO (6376)
53 General Holmes Drive NSW 2016 ACN: 613 284 558
Project 24 Arakoon Cres. Sunshine Beach
Temporary Shoring Plan Client JW Const.
2
Multiple storey building Architect Shaun Locky Architecture
Structural Eng.
Geotechnical Eng. Soil Surveys
Sheet Pile Table-Summary Sheet Pile Table-Bill of Quantities- Anchor Table-Summary Anchor Table-Bill of Quantities Surveyor CadCon
Wall ID Sheet Type Installed Sheet Length Count Sheet Type Installed Sheet Length Count Wall ID Anchor Row Anchor Model Anchor Length Count Anchor Model Anchor Length Count Designed by H.Ajorlou
P1 SCH5 6.00 m 7 SCH5 4.00 m 4 W1-1 1 R32S 5.00 m 3 R32S 5.00 m 14 Drawn by H.Ajorlou
P2 SCH5 5.00 m 7 SCH5 5.00 m 40 W1-2 1 R32S 5.00 m 1 R32S 6.00 m 42 Checked by E.Woon
P3 SCH5 5.00 m 7 SCH5 5.20 m 5 W1-2 2 R32S 5.00 m 1 Grand total: 56
Issued Date
P4 SCH5 5.00 m 6 SCH5 6.00 m 34 W1-3 1 R32S 5.00 m 4
W1-1 SCH5 6.00 m 6 SCH5 7.00 m 3 W1-3 2 R32S 5.00 m 2
W1-2 SCH5 7.00 m 3 W1-4 1 R32S 5.00 m 3 For Review (FR) 20180803
W1-3 SCH5 6.00 m 8 W2 1 R32S 6.00 m 23 -
Drawing Title
W1-4 SCH5 5.00 m 7 W6 1 R32S 6.00 m 19 NOOSA COUNCIL
W1-5 SCH5 4.00 m 4 Grand total: 56
W2 SCH5 6.00 m 3 APPROVED PLAN Temporary Shoring Plan
W6 SCH5 6.00 m 3 OPW18/0264 22 NOV 2018
Grand total: 61
Job ID Drawing Number Revision
18-029 SH 102 A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:31 AM A0 1 : 50
© Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
Page 4
Scale 1:50 0m 2.5m
LEGEND
Monitoring point
M60
M20
7.01 m
6.00 m
M10 M11
INGROUND SOLUTION SPECIALISTS
www.mesos.com.au Contact： 1300 10 MESO (6376)
1.99 m 7.00 m 53 General Holmes Drive NSW 2016 ACN: 613 284 558
Project 24 Arakoon Cres. Sunshine Beach
Client JW Const.
Architect Shaun Locky Architecture
Structural Eng.
Geotechnical Eng. Soil Surveys
Monitoring Plan Surveyor CadCon
1
Designed by H.Ajorlou
Drawn by H.Ajorlou
Checked by E.Woon
Issued Date
For Review (FR) 20180803
-
Drawing Title
NOOSA COUNCIL
APPROVED PLAN Monitoring Plan
OPW18/0264 22 NOV 2018
Job ID Drawing Number Revision
18-029 SH 103 A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:36 AM A0 1 : 50
© Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
Page 5
Two possibly affected
anchors
Level 2 Slab FFL27.6
3.2m
Level 1 Slab FFL24.36
3.7m
Level 0 Slab FFL20.76
Temporary anchored Temporary Temporary anchored
Cantilever anchored
Anchor can be removed after Level 0 slab Anchor can be removed after Level 1 slab
has been poured Anchor row 2 can has been poured
be removed after
Estimate deflection of 30mm Level 0 slab Estimate deflection of 30mm
has been poured
Anchor row 1 can
be removed after
Level 1 slab
has been poured
Anchor load
Lock-off load 60kN
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0264 22 NOV 2018
Page 6
Scale 1:50 0m 2.5m
Elevations Section
Note:
2.25 m 10.21 m
SCH-5 MDSPs - Refere to as-built drawings in Sheet #106 Existing retaining wall in
Arakoon Crescent is assumed
3.1 to 3.5m to be functioning as designed
MESO 5.17 m 5.18 m originally.
Diam./Depth TBC
27.61 m
Stormwater pipe
W2 MDSP-W2a MDSP-W2b 27.30 m 27.30 m
The condition of the existing
wall shall be monitored closely
1.60 m
during excavation
3.64 m
3.64 m
2.04 m
1.88 m
5.20 m
6.00 m
6.00 m
4.27
23.96 m m
2.00 m
23.96 m
2.36 m
3.54 m
21.60 m
1.54 m
6.00 m
21.60 m
20.46 m 4.69
m
2.46 m
18.00 m
Wall 2 - Elevation Wall 2 - Section
1 2
As Amended by Applicant in The
Attached Approved Extract of This PLan
Wall 2&6-Sheet Pile Table
25.90 m 2.33 m 11.08 m Wall ID Sheet Type Installed Sheet Length Count
SCH-5 MDSPs - Refere to as-built drawings in Sheet #106 W2 SCH5 6.00 m 3
W6 SCH5 6.00 m 3
24.00 m
Walls 2 & 6 - Anchor Table
Wall Anchor Anchor Anchor Anchor Proof Lock
ID Row Model Length Angle SWL Load Off Count
W2 1 R32S 6.00 m 15.00° 90.00 kN 117.00 kN 90.00 kN 23 INGROUND SOLUTION SPECIALISTS
3.54 m
W6 1 R32S 6.00 m 15.00° 60.00 kN 78.00 kN 60.00 kN 19 www.mesos.com.au Contact： 1300 10 MESO (6376)
5.00 m
53 General Holmes Drive NSW 2016 ACN: 613 284 558
6.00 m
Project 24 Arakoon Cres. Sunshine Beach
Monitoring review level Client JW Const.
Wall height <3.5 m Architect Shaun Locky Architecture
Maximum Allowable Deflection (D) 17 mm Structural Eng.
Alert D<80% 13 mm Geotechnical Eng. Soil Surveys
Alarm 80%<D<100% <= 13 mm Surveyor CadCon
Action D>100% > 17 mm Designed by H.Ajorlou
18.00 m
Drawn by H.Ajorlou
Checked by E.Woon
Wall 6 - Elevation Sheet Pile Specifications
3 EA=1.27x106 kN/m Issued Date
SCH 5
EI=1.31x104 kNm2/m
-
For Review (FR) 20180803
NOOSA COUNCIL Drawing Title
APPROVED PLAN
OPW18/0264 22 NOV 2018 Walls 2 & 6
As annotated by Council
Job ID Drawing Number Revision
18-029 SH 105 A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:44 AM A0 1 : 50
© Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
Page 7
- NOOSA COUNCIL APPROVED PLAN OPW18/0264 22 NOV 2018 [OCR of page images] NOOSA COUNCIL APPROVED PLAN OPW18/0264 22 NOV 2018 Section Note: Existing retaining wall in Arakoon Crescent is assumed to be functioning as designed originally. The condition of the existing “—~ wall shall be monitored closely during excavation 12- A-GAaNns Te Es (messy Pe ot. — bewosuw § Cesc Fes) SZasnss. a : > Sosa, Gas? (Z Wall2 ~ Section Se Racor Teese ess te Ss Gresnm cemiq Grec.
Page 8
Scale 1:50 0m 2.5m
Elevations Sections
5.26 m 5.42 m 5.89 m
4.70 m
21.50 m 21.05 m
20.56 m 20.56 m
20.46 m Capping
Universal 20.46 m Capping Universal Capping Capping
Column beam Column beam beam
beam
Capping beam
Universal Column 20.50 m
3.54 m
2.54 m
2.54 m
2.54 m
2.54 m
6.00 m
6.00 m
17.96 m
17.94 m 17.96 m
5.00 m
5.00 m
5.00 m
5.00 m
2.46 m
2.46 m
2.46 m
2.46 m
2.46 m
15.50 m
15.50 m 15.50 m 15.50 m
P1 - Elevation P1&3 - Section P2&4 - Section
1 P2 - Elevation 2 6
4
3D
6.33 m 4.21 m
1.88 m
P2
20.46 m 20.46 m P1
Capping beam Capping beam
n Ca
p pi
um ng
ol be a
2.54 m
2.54 m
C m
al
rs
ive
17.97 m 17.96 m Un
5.00 m
5.00 m
am
Ca be
pp ing
in g pp
2.46 m
2.46 m
be
am Ca
P4 P3
15.50 m 15.50 m
P3 - Elevation P4 - Elevation 3D View-pool
3 5 7
Pool Wall-Sheet Pile Table INGROUND SOLUTION SPECIALISTS
Wall ID Sheet Type Installed Sheet Length Count www.mesos.com.au Contact： 1300 10 MESO (6376)
P1 Inner 5.00 m 1 53 General Holmes Drive NSW 2016 ACN: 613 284 558
P1 SCH5 6.00 m 7 Project 24 Arakoon Cres. Sunshine Beach
P2 Inner 5.00 m 1 Client JW Const.
P2 SCH5 5.00 m 7
Architect Shaun Locky Architecture
P3 SCH5 5.00 m 7
Structural Eng.
P4 SCH5 5.00 m 6
Note: Geotechnical Eng. Soil Surveys
Surveyor CadCon
• The capping beams, the Universal Column, and connections shall be designed by Monitoring review level Designed by H.Ajorlou
the structural designer to take horizontal uniform load of 20KN/m, and could be Wall height <2.5 m
Drawn by H.Ajorlou
removed only after casting the pool slab. Maximum Allowable Deflection (D) 12 mm
Checked by E.Woon
Alert D<80% 10 mm
• MESO shall be informed once the structural drawings are available. Issued Date
Alarm 80%<D<100% <= 10 mm
Action D>100% > 12 mm
For Review (FR) 20180803
-
Sheet Pile Specifications Drawing Title
NOOSA COUNCIL
EA=1.27x106 kN/m
APPROVED PLAN SCH 5 Pool Walls
EI=1.31x104 kNm2/m
OPW18/0264 22 NOV 2018
Job ID Drawing Number Revision
18-029 SH 107 A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:48 AM A0 1 : 50
© Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
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