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20220109 - SCG 31158-Civil-Issue 2 04.02.2022 · OPW23/0182
Attached to the e-mail Operational Works Application OPW23/0182 - 21 Maher Tce, Sunshine Beach QLD 4567 (Email 1 of 4).
41.5
42.0
116°30'
57'
41.0
101°
42.5
27.138
41.5
5.055
S
43.0
"
30
0'
42
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2°5
7 5
05
5.
43
.5 42.5
43.0
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44
S
43.5
43.0
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44
44.0 43.0
DILAPIDATION REPORT: 5
44. RESIDENTIAL
DWELLING
45.0 43.5
43.5
45.
0
0
.
44
206°30'
26.876
.0
5
45.
44
44.5
46.0 32 44.5
8°
17
41 '
.98
4
46.5
45.0
45.5
45.0
47.0
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46
5
46.
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.5 47
47
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47
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
1.73 email:[email protected]
1. web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
BUILDER TO POT HOLE AND LOCATE
EXISTING SEWER TO CONFIRM DEPTH &
ALLIGNMENT PRIOR TO COMMENCING WORKS
TEMPORARY CFA PILED RETAINING WALLS
= CFA PILED RETAINING WALL DESIGN AND INSTALLATION
BY A SPECIALIST CONTRACTOR
— DRIVING OF PILE WALLS NOT PERMITTED
= INSTALLATION OF GROUND ANCHORS INTO NEIGHBORING
PROPERTIES NOT PERMITTED WITHOUT OWNERS CONSENT
— ADDITIONAL MEASURES SUCH AS GROUTING THE JOINTS
IS RECOMMENDED TO REDUCE GROUNDWATER INFLOWS. x
— PROVIDE GROUND MONITORING/VIBRATION CONTROL aA
DURING INSTALLATION.
— ESTABLISH SURVEY MONITORING POINTS ALONG PILED
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT
=< Vev
SITE WORKS (EXCAVATION & PREPARATION):
PREPARATION OF EXISTING SITE & EARTHWORKS TO BE IN
ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL
INVESTIGATION REPORT BY TECTONIC NO. 21236-001-REVO
DATED JULY 2021. WHERE SOILDER PILES ARE NOT
ACHIEVABLE DUE TO SHALLOW ROCK, CONTACT TECTONIC
FOR ALTERNATE EXCAVATION OPTIONS. DETAILED INSPECTION
BY AN EXPERIENCED GEOTECHNICAL ENGINEER OR
ENGINEERING GEOLOGIST WILL BE REQUIRED ADJACENT 70
BOUNDARIES.
SITE GEOTECHNICAL
INFORMATION/ RECOMMENDATIONS PRESENTED IN
TECTONIC GEOTECHNICAL INVESTIGATION REPORT
NO. 21236-001-REVO DATED 16 JULY 2021.
DILAPIDATION REPORT:
PRIOR TO ANY CONSTRUCTION
UNDERTAKE DILAPIDATION REPORT OF ALL
NEIGHBORING DWELLINGS/ STRUCTURES.
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE FOR
GUIDANCE.
LEGEND \
_-—— 7 INDICATES EXISTING SURFACE CONTOURS
490 AND LEVELS TO AHD.
7 ® EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT OR FILL AS
NOTED (GL - GROUND LEVEL, BL -
BASEMENT LEVEL)
— ————_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
—_ w———_. INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
Cut-1.8m
— Sw/Ex
INDICATES POSITION OF RETAINING WALL
REFER TO STRUCTURAL PLANS FOR DETAIL.
RW
INDICATES POSITION OF TEMPORARY
SHORING, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
COZIEID
INDICATES AREA OF CUT
INDICATES AREA OF FILL
www. dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
\\ (RP) INDICATES SOILDER RETENTION PILING (CFA) OR SIMILAR FOR
» BASEMENT EXCAVATIONS AS RECOMMENDED BY TECTONIC, DESIGN
LINE OF EXISTING DRIVEWAY
TO BE REMOVED
Ot
BASEMENT RW
HATCHED AREA
INDICATES GROUND:
LEVEL (GL) TERRACING
SURROUNDING BUILDING
AND INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES TO
BE USED FOR INSTALLATION, PRE-AUGERING OR BETTER, VIBRATION Uo
\
CONTROL AND MANAGEMENT BY PILING CONTRACTOR. BUILDER TO
CONFIRM EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE
PROTECTION OF NEIGHBORING STRUCTURES. REFER DETAIL ON THIS
SHEET. WHERE SOLIDER PILES CANNOT BE ACHIEVED REFER BOX
NOTE.
EXISTING
DWELLING.
INDICATES SOILDER PILING (CFA) OR SIMILAR FOR
BASEMENT EXCAVATIONS, DESIGN AND
INSTALLATION BY OTHERS. MINIMUM VIBRATION
TECHNIQUES TO BE USED FOR INSTALLATION,
PRE-AUGERING OR BETTER, VIBRATION CONTROL
AND MANAGEMENT BY
PILING CONTRACTOR.
ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL/
CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
% BUILDER TO CONFIRM EXTENT REQUIRED TO
3 SATISFY CRICITCAL DEPTH LINE.
S
EXISTING GROUND LEVEL ENSURE 600mm MIN. BEHIND
Ya PILING TO ALLOW FOR ACCESS FOR
pearl BASEMENT WALL WATERPROOFING.
Seana
ee
STITH
i & PRIOR TO PILING, UNDERTAKE DILAPIDATION
EX. SWPT s | lt | fl | = REPORTS OF ALL. NEIGHBOURING
SFA = = DWELLINGS /STRUCTURES
IW Is
a a
| EI se BASEMENT
Ue ~ =
LINE OF PROPOSED |= = REFER DRG. SI.1 FOR
Jo DRIVEWAY ee | FOOTING & SLAB DETAILS.
|| = -
-— Op
Te May otees
TT} = [IF
8 =| (ERSTE 2owaton ert
116°30'/ ot
<= oan ERE ION ANETTA ——— x MAX. EMBANKMENT. GRADES
27.138 a PERMITTED IN FRONT OF
ow ae om| @ SD ow ON RETENTION WALLS
poe 2 Ni
=| | og fo O (OR BASEMENT SHORING
- an UNE OF BULDN OVER \&/ TYPICAL SECTION
298 “| REFER Drg 31158-C2.1 a
LL L FOR DRIVE WAY DETAILS. =
d
v |
BL ac’ |
<< So fue 2 00m| L aroormd OW.
/ ir ~ —_ aes a | EXTENT OF PNG 106
‘Z — oy Oa ~~! BL @ e 1) | DETERMINED IN ACCORDANCE WITH
—/ a Cut-2.10ry = Cut-2.10m" Pe Lo | CRITICAL DEPTH LINE PROTECTION
sow RE: SID ENTIAL 6 nf | OF NEIGHBOURING STRUCTURES
f ot [oO
LINE OF EASING ~ p = I, |
DWELLING TO BE 1 DWELLING g O |
REMOVED ALIGNMENT OF oe (RP)
= BASEMENT LEVEL BASEMENT ~. Sey fse ©) . |
RETAINING WALL. FFL: 41.220 a |
(BASEMENT RW) hi ar Fe ak 8 ! EXISTING
LINE OF PROPOSED — 2) 5 | DWELLING.
GROUND LEVEL / Bs !
iit DWELLING FOOTPRINT + °
aa I AOOTPRIN (GL FOOTPRINT) O
aii =e} ENSURE 600mm MIN. BEHIND
M7 PILLING TO ALLOW ACCESS FOR
oH (RP) WALL WATER PROOFING
Z =
pS OGL |
e Cut-1.3m |
RM
(} (RP)
SITE PLAN — EARTHWORKS & PILING PLAN
Scale 1: 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.
©
aD
2
(5
3
wr
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
ANY OBSERVED MOVEMENT
Ground /
pad level
EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.
THIS FOOTING WITHOUT
, UNSTABLE
Gy A
THIS FOOTING IS FOUNDED us
BELOW CRITICAL DEPTH &
UNE AND IS STABLE.
PIERS OR UNDERPINNING FOUNDED
LO
STABLE Hor
PIERS IS FOUNDED
ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.
LINE OF PROPOSED
~*~ EXCAVATION OR OTHER
BELOW THE CRITICAL DEPTH LINE
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE. Horizontal
CRITICAL DEPTH LINE
TRENCH.
30 Degrees’
wn--
NOTE:
THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
faany-——1_?——)_?'m1:100 © At
1:200 @ AS
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
— THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY
OF 98%. COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— ANY FILL MATERIAL TO BE CLEAN GRANULAR MATERIAL (I.E.
SAND TO A CLAYEY SAND IN ACCORDANCE WITH AS1726 OR
MATERIAL BORROWED FROM SITE AND IS TO BE FREE OF ANY
ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN
12% (PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE OF
15%). THE PROPOSED MATERIAL IS TO BE INSPECTED BY SCG
CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO ENSURE ITS
COMPATIBILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
FIELD DENSITY OF 100% UNDER PAVEMENTS & 98% UNDER
BUILDING. COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
A COORDINATION WITH STRUCTS 04.02.22
Revision Description Date
Iss
"FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
C) sc
DEBUILD T/A
Title:
EARTHWORKS PLAN
Project
21 Maher Tce,
SUNSHINE BEACH
Date: FEB 22 Drawep Design TH
o Checked: Drg No. Rev
[Sieve | | 31158 -C1.1) A.
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