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Appendix B - OPW Application - 23 Grant St - 310117 · MCU17/0009
Attached to the e-mail OPW drawings Email 3 of 3 MCU17/0009 and OPW17/0037.
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
11.97
11.96
IL:10.94
18.72
12.38 14.12 15.06 18.20 18.58 18.67
13.05
11.68
18
16
14
18.64
12
1.471 1.5
SP179879
Emt T
Wall
Rendered
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
SILT RETENTION FENCE TO DETAIL
INDICATES EXISTING SEWER LINE
--gI--
INDICATES STORMWATER DRAIN
EXISTING AS NOTED MIN 1 IN 100
FALL UNLESS NOTED OTHERWISE
— SW/EX
6L96L1dS
© jwz
Pr
©
fo)
TI
41.95
HATCHING INDICATES 45° BATTERED
BANK WITH CONCRETE SPRAYED FACE.
REFER DETAIL BELOW. DRAWN
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
DRAWINGS.
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
DIAGRAM.
FILLING NOTES:
THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— 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
ENGINEERS FOR APPROVAL.
pOLAGRAMMATICALLY ONLY. Kya
or 47.44
> an
— 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%
6Z86ZLdS
* r
—f dws
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.
PROVIDE SILT FENCE AT BOTTOM
OF SITE TOP OF EASEMENT 10
PROTECT SW DRAINAGE PIT &
BOTTOM SITE FROM SILT.
795
O.
7
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
Ws
~ a8 yas": as =—— ys.
I
|
|
|
|
|
|
|
&
“ih
pl
PROPOSED DRIVEWAY
16.38
Assumed position of cut / fill
line. Engineer to be advised
of any on-site variation.
43.11 BASEMENT FFL 12.30
APPROX. CUT VOLUME 390m°
13.81
i Cut-2.0m
BLOCK RETAINING WALL AS PART
OF STRUCTURE OF BUILDING WHICH
WILL BE DESIGNED DURING THE
ENGINEERING STAGE BY OTHERS.
RP. BOUNDARY
EXTENT OF PILES TO BE
DETERMINED IN ACCORDANCE. WITH
CRITICAL DEPTH: LINE PROTECTION
OF NEIGHBOURING STRUCTURES mee
UNE OF PROPOSED BUILDING-FOOTPRINT.
NX
18.72
(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
CONSULTING ENGINEERS FOR APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE
IN STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND
SPECIFCATIONS.
— 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 95%.
— 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
PRIOR TO CONSTRUCTION COMMENCING.
Anoicares CONTIGUOUS CONCRETE PILING, oesion /CERIFICATION x
AND INSTALLATION BY OTHERS. MINIMUM VIBRATION TECHNIQUES g |
TO BE USED FOR INSTALLATION, VIBRATION CONTROL AND 3
MANAGEMENT BY PILING CONTRACTOR. BUILDER TO CONFIRM 3)
EXTENT REQUIRED TO SATISFY CRITICAL DEPTH LINE PROTECTION |
OF NEIGHBOURING STRUCTURES. |
\
18.57
18.71
[iy _¢
6Z86LZlLdS_—~
6L86LLdS
N wwiz
REFER DETAIL.
SITE PLAN — EARTHWORKS PLAN
Scale 1: 200
as <p, XA r 4
“NN Y ¢ 1 !
THIS FOOTING IS FOUNDED 4m 1 ot
BELOW CRITICAL DEPTH wR es
LINE AND IS STABLE.
‘
7-------—
u
f
a
PIERS OR UNDERPINNING FOUNDED
BELOW THE CRITICAL DEPTH LINE |
WOULD BE NEEDED 10 SUPPORT ~N
ANY FOOTING THAT IS FOUNDED
ABOVE THE CRITICAL DEPTH LINE.
CRITICAL DEPTH LINE
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
bonnnn 1B
__ EXISTING STRUCTURE /DWELLING
INCLUDING NEIGHBOURING
ALLOTMENTS
THE BUILDER/CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR 10
COMMENCING WORKS.
iGround / {
- WY) oad level” WY} es to
Ye UNSTABLE | Ya | THIS FOOTING WITHOUT
PIERS IS FOUNDED
ABOVE CRITICAL DEPTH
LINE AND IS UNSTABLE.
~~~ EXCAVATION OR OTHER
|
|
! LINE OF PROPOSED
| TRENCH.
ae |
a
“Horizontal 30 DeafeeS|_ _
‘
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
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
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
Revision Description
Date
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.
DEBUILD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899,
23 GRANT STREET
NOOSA HEADS
Pate: January 17
Drawn
CK.
Drg No.
26533-C1
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