Original source · versioned page text
SCG 31240 - CD-Issue 4 19.08.2022
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Rev. - 10.06.16
DEBUILD T/A
Title:
Date:
Issue:
Project
Checked:
Drawn
Drg No.
ABN 40 098 481 899
Design
Ph (07) 5455 5604
Unit 1/11 Project Ave,
Rev.
Noosa Heads
email:[email protected]
web:www.scg-engineers.com
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
Survey information provided by Max
Watterson & Associates
———
Ze,
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.
— PROVIDE GROUND MONITORING/VIBRATION CONTROL
DURING INSTALLATION.
— ESTABLISH SURVEY MONITORING POINTS ALONG PILED
WALL TO MONITOR WALL ALIGNMENT/ GROUND MOVEMENT
LEGEND
__--7 INDICATES EXISTING SURFACE CONTOURS
480 AND LEVELS TO AHD.
7° EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT OR FILL AS
Cut-1.8m NOTED
—_ E —. 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
— Sw/Ex
INDICATES POSITION OF RETAINING WALL
TO STRUCTURAL ENGINEER DETAIL
RW
INDICATES POSITION OF TEMPORARY
SHORING, DESIGN AND INSTALLATION BY
SPECIALIST CONTRACTOR
OZIEID
I orcares area oF cur
INDICATES AREA OF FILL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
BUILDER TO ENSURE ANY NEIGHBOURING
STRUCUTRES ARE NOT UNDERMINDED
WHERE EXCAVATION ADJACENT TO
BOUNDARY, REFER CRITICAL DEPTH
DIAGRAM ON THIS SHEET.
e
ra 7
Oo
Soo & Ava ©. - 1
\ ut-5.0m
IM vs _
Dove sem cut-4.0m ©
ir ———
UPPER FLOOR
FFL 36.500
FPL 36.350 BASEMENT
FFL 31.175
FPL St.000
eo
\
a
Fill-0.65m . .®
\ "
; a
EXTENT OF PILING TO BE
DETERMINED IN ACCORDANCE WITH
CRITICAL DEPTH LINE PROTECTION
OF NEIGHBOURING STRUCTURES
ENSURE 600mm MIN. BEHIND
PILLING TO ALLOW ACCESS FOR
WALL WATER PROOFING
ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
ANY_OBSERVED_MOVEMENT
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALF 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
K &C EXISTING KERB & CHANNEL
We NATURA: SUREKCE LEVEL ARCHITECTURAL DRAMNS ARE TO BE REFERRED TO THE
FH. FIRE HYDRANT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
TP TELSTRA PIT SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
EP. ELECTRICAL PILLER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
KERB EXISTING KERBING THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
PP EXISTING POWER POLE
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 (\.E.
3 SAND TO A CLAYEY SAND IN ACCORDANCE WITH AS1726 OR
mM = 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
~ | 2 CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO ENSURE ITS
Cy . ip? 6 COMPATIBILITY.
ae Z| » Hv LU oS — THE FILL IS TO BE PLACED AND COMPACTED IN
| £ Q £ ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT 10
POOL EXCAVATION os S | oN’ ©O MINOR RESHAPING TO EX. GROUND ACHIEVE A LEVEL 2 CERTIFICATION WITH A MINIMUM RELATIVE
8 Bs WM: © LEVELS IN ROAD RESERVE FOR NEW FIELD DENSITY OF 100% UNDER PAVEMENTS & 98% UNDER
- ° z 7 = << DRIVEWAY. ENSURE MIN. COVER TO BUILDING. COPIES OF COMPACTION TEST RESULTS SHALL BE
33 SERVICES ARE MAINTAINED AND PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
| NS ~~ RATERS Ne cur — FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
q = RW RW RW | 2 aM . IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
i e @ M: ~~ DETAILS AND SPECIFICATIONS.
i cute som | © tu — AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
i eae nN ND WANE TOBE MATERIAL COMPACTED IN ACCORDANCE WITH AS2870~1996 T0
4 DECOMMISSIONED, IN ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
NS ACCORDANCE WITH AN — ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
X. SWE oreRaTIONAL WORKS PERMIT PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
en REFER DRG. 31240 - SW1.2 APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
Cut=0.40m “TP FOR DETAILS. AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
bi 0bom oe & = DENSITY OF 98%
FX SWMH | Re — SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
REFER Drg 31240—OW4.1 : BAT & LLI ISTALLED PRIOR TO CONSTRUCTION COMMENCING.
FOR DRIVE WAY DETAILS. G oy
Cut-0.40m a
Cut-1.65m Cut-0.60m ef >
oS < A
> si e
lV a J J S LL + RC CAPPING BEAM
=t ‘Lo = FULL LGTH OF WALL
R ~Y RC CONTIG PILES,
— — — — 4 mo > He DESIGN BY OTHERS EXISTING GROUND LEVEL
° § £ BS =
a SMH P \
x \o BUILDER TO POT HOLE LOCATE AND
Li CONFIRM EXISTING SERVICES LOCATIONS|
m < EX. SMHS & LEVELS BEFORE ANY EARTHWORKS
| ' n ARE CARRIED OUT. REPORT ANY &
INDICATES CFA CONCRETE PILING, DESIGN AND INSTALLATION EXISTING UNITYWATER SEWER 10 BE % DISCREPANCIES TO THIS FIRM =
BY OTHERS. MINIMUM VIBRATION TECHNI LOWERED TO MAINTAIN COVER TO " :
. QUES TO BE USED FOR oO =
INSTALLATION, VIBRATION CONTROL AND MANAGEMENT BY DRIVEWAY IN ACCORDANCE WITH |A C z
PILING CONTRACTOR. BUILDER TO CONFIRM EXTENT REQUIRED UNITYWATER APPROVAL DESIGN & ce) a
TO SATISFY CRITICAL DEPTH LINE PROTECTION OF DETAIL BY 360 CIVIL CIVIL S
NEIGHBOURING STRUCTURES. CONSULTING. “< =
REFER DETAIL.
AN)
@
+
10 (CONCRETE PILED RETAINING WALL
Me \/ SECTION
SITE PLAN — EARTHWORKS & PILING PLAN
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.
Scale 1: 100
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
REFER CRITICAL DEPTH LINE (DRG OW3.2
FOR GUIDANCE. ALLOW FOR SPRAYED
CONCRETE FACING TO EXPOSED CUT
BATTERS SL72 MESH MIDDLE.
)
PRIOR TO WORKS, UNDERTAKE DILAPIDATIOI
REPORTS OF ALL NEIGHBOURING
DWELLINGS /STRUCTURES
ESTABLISH SURVEY MOITORING POINTS ALONG PILE WALL
CAPPING BEAM TO MONITOR WALL ALIGNMENT/GROUND
MOVEMENT, PILING CONTRACTORS ENGINEER TO BE ADVISED OF
ANY_OBSERVED_MOVEMENT
EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
THIS FOOTING IS FOUNDED |
BELOW CRITICAL DEPTH
LINE AND IS STABLE.
PIERS OR UNDERPINNING FOUNDED 1B
BELOW THE CRITICAL DEPTH LINE Ni
WOULD BE NEEDED 10 SUPPORT
ANY FOOTING THAT IS FOU
ABOVE THE CRITICAL DEPTH LINE.
Ground /
pad level
UNSTABLE
bp, THIS FOOTING WITHOUT
ky A ~~ PIERS IS FOUNDED
Dre ABOVE CRITICAL DEPTH
By, UNE AND IS UNSTABLE.
\O
STABLE Me
UNE OF PROPOSED
~"— EXCAVATION OR OTHER
TRENCH.
INDED
30_Degtees’
Horizontal
ae
CRITICAL DEPTH LINE 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
8 ADDED S/W DETAILS 19.08.22
A REVISED BUILDING DESIGN 01.03.22
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 & PILING
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Sept 2021 Dawa Design TH
0 1 2 3 4 5 o Checked: Drg No. Rev
Anu r——7___jmi:100 @ Al
“i200 @ 45 | Skea 131240 -OW3.1 B
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