Council archive · source document
Approved Plans MCU17-0009 & OPW17-0037 · MCU17/0009
Plans and drawings: the text below has words only, no drawings.
Very large file (10.4 MB): may take a few minutes to open.
SP
17
7
98
79
SP179879
Emt Q
12
11.96 11.95
IL:11.06
11.81
SP179879
Emt P
12.41
13.19 13.48 14
18
16
18.73 18.82
12.08 14.92 17.14 18.69
11.67 W
M
1.5 12.45
13.81 16.38 17.10
SP179879
Emt S
SP
19
2 12.38 13.14
17 11.71
01
18.55
NO FILL
CUT
54
8 14.24
220 diam RCP
13.69
3m BM
RL : N
: 1 ail
² 1 8 .7 6 8. in
77 K
er
18.62 b
11.49 12.28 13.11 18.75
SP179879
18.58
Emt R
18.13
14.47
13.81
IL10.96
MCU17/0009 & OPW17/0037
11.97
11.96
IL:10.94
18.72
12.38 14.12 15.06 18.20 18.58 18.67
13.05
APPROVED PLAN
NOOSA COUNCIL
11.68
18
16
14
18.64
12
1.471 1.5
SP179879
Emt T
Wall
Rendered
12 JUN 2017
18.57
220 diam RCP
18.71
SP179879
Emt U
SP CP
-
23
0 86
0
Issue:
1.73
1.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn
Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
LEGEND
_.--7 7 INDICATES EXISTING SURFACE
49.00 CONTOUR AND LEVEL TO AHD.
| EXISTING SURFACE SPOT LEVELS.
INDICATES DEPTH OF CUT OR FILL
Cut-1.8m AS NOTED
--sat-- SILT RETENTION FENCE TO DETAIL
INDICATES EXISTING SEWER LINE
— sw/Ex INDICATES STORMWATER DRAIN
EXISTING AS NOTED MIN 1 IN 100
FALL UNLESS NOTED OTHERWISE
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES AND»
BURIED 300 INTO STABLE
GROUND.
1200(L) 50 SQ. HOWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
iGround /
~ pate YF
} Lop UNSTABLE }
ENT A ee
Sy 2 i |
THIS FOOTING IS FOUNDED 4m 1 ot
BELOW CRITICAL DEPTH NSB rd
LINE AND IS STABLE. STABLE Np,
PIERS OR UNDERPINNING FOUNDED Lee 13
BELOW THE CRITICAL DEPTH LINE Ma
WOULD BE NEEDED 10 SUPPORT ‘
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE. Horizontal
CRITICAL DEPTH LINE
N.
PROVIDE SILT FENCE AT BOTTOM
OF SITE TOP OF EASEMENT 10
PROTECT SW DRAINAGE PIT &
BOTTOM SITE FROM SILT.
So 2
79
7
oO,
SILT RETENTION.
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED
ALONG THE LOWEST BOUNDARY AND RETURNED UP
SIDE BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM WITHIN THE
ALLLOTMENT MUST DRAIN TOWARDS THE FENCE AND
SHALL NOT ENTER NIEGHBOURING ALLOTMENTS
THROUGH THE USE OF SURFACE BUNDING OR
SCOUR PROTECTED DRAINS. THE FENCE MUST
REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED
LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
__ EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.
\
| THIS FOOTING WITHOUT
PIERS IS FOUNDED
ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.
~~~ EXCAVATION OR OTHER
|
|
! LINE OF PROPOSED
| TRENCH.
S|
“Horizontal ____30 Degfees|_ _
‘
NOTE:
THIS DETAIL ALSO APPLIES TO EXISTING
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
FOUNDATIONS ON NEIGHBOURING
PROPERTIES. SHEET PILING MUST BE
INSTALLED WHERE EXISTING FOOTINGS WILL
BE FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH LINE
6L86LLdS
N wwiz
SITE PLAN — EARTHWORKS PLAN
Scale 1: 200
EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE PROTECTION
OF NEIGHBOURING STRUCTURES.
REFER DETAIL.
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
GROUND LEVEL
SPRAYED 25MPA CONCRETE
FACING SL72 MESH MIDDLE
CONSTUCTION NOTES:
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING QUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED 70 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
THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
— THE SUBGRADE |S TO BE ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7
BLOWS PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER
FOR A DEPTH OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF
COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A
CLAYEY SAND IN ACCORDANCE WITH AS1726) 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 COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1
CERTIFICATION WITH A MINIMUM RELATIVE FIELD DENSITY OF 95%.
COPIES OF COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE
IN STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND
— 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
— 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 10
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED
SS >
7> DRAWINGS.
5 |
oe 1
em ! DIAGRAM.
ax |
80 FILLING NOTES:
SO |
No | DEBRIS.
11.96 pate |
=
g |
wel SS '
2m 7, HATCHING INDICATES 45° BATTERED |
38 | 12.41 5 13.48 BANK WITH CONCRETE SPRAYED FACE.
o> : 43.1 ‘ REFER DETAIL BELOW. DRAWN
Shy Lg DIAGRAMMATICALLY ONLY. Ka | ENGINEERS FOR APPROVAL.
| SS 18.73 | 18.82
lb he 12.08 RP. BOUNDARY | 18.69
O-- +O 3} - — - ee
[| ik V (eee ne 5 2 3 ann so nS |
i i iT i
|
g | 38
| | 3 \ | PROPOSED DRIVEWAY 16. 47.10 | |
n | : !
| 2K | | |
iSBi\ |
© fl
© | 38x A '
| Kap | \ vee (— pe | | CONSULTING ENGINEERS FOR APPROVAL.
g PN pessrscrrn L
bare |SE |] as L |
1 NS | ee
| | io | \ Cut-0.7m 18.55 ~ | ~ Ly SPECIFCATIONS.
\ ro) 5 | C13) 1 \
= |
3 !
Pool a lh | |
| \ Assumed position of cut / fill | FIELD DENSITY OF 95%.
| | | | line. Engineer to be advised I |
' ' 1, } of any on-site variation. | & ' i
| | || | XD. BLOCK RETAINING WALL AS PART | & Ly,
1 itt / i’. “> OF STRUCTURE OF BUILDING WHICH | 2 Rg
| | pis Pato > WILL BE DESIGNED DURING THE |B 18.76 79% %
J / ENGNFERNG STAGE BY OTHERS. igs 18.62 a PRIOR TO CONSTRUCTION COMMENCING.
| 1 | 1 =
| Z| j 42.28 | v3.1 BASEMENT FFL 12.30 i | 18.75
i tay | I S : ' i 1 1
| || te 1& APPROX. CUT VOLUME 390m i al
tl / Is oy 19.13 2858,
81 i} Is | ast |
j lé 44.47 |
| | 1! lz 43.81 |
| I a Cut-2.0m Cut-4.5m |
i : 2
| So
‘bn’ le EXTENT OF PILES TO BE |
7 12> DETERMINED IN ‘ACCORDANCE WITH |
LT | 12 CRITICAL DEPTH’ LINE PROTECTION
7 i OF NEIGHBOURING STRUCTURES |
Lot j 18.72
' I
I 42.38 Loo -— ZZ 18.20 4858 4b.67
a A impos outiuata, w »&) P
N ~ANDICATES CONTIGUOUS CONCRETE PILNG, DESIGN/CERTIFICATION s'x
AND INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES a8 57
TO BE USED FOR INSTALLATION, VIBRATION CONTROL AND 3 18
MANAGEMENT BY PILING CONTRACTOR. BULDER TO CONFIRM 3 18.71
ZtLOe NN cb
Z€00/Z-LMdO 8 6000/ZLNDIN
NV 1d G4AQ0UddV
TONNOD VSOON
Revision Description Date
ssue:
PRELIMINARY
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
EXCAVATED LEVEL
SATURATE GROUND ADJACENT EXCAVATION
FOR A MINIMUM OF 24 HOURS PRIOR TO
WORKS COMMENCING.
TYPICAL SECTION ~ SPRAYED CONCRETE FACED EMBANKMENT
Ranny-—1__—7_?'m1:100 @ At
1:200 @ AS
email:[email protected]
web:www.scg-engineers.com
‘ABN 40098 481 899
C) Sc
DEBUILD T/A
23 GRANT STREET
NOOSA HEADS
Drawn
Pate: January 17 C.K.
Drg No.
26533-C1
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Approved Plans MCU17-0009 & OPW17-0037.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.4 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.