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Appendix B - Operational Works - Civil · MCU18/0078
Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - MCU18-0078 & OPW18-0117.msg.
.
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
Unit 1/11 Project Ave,
28064-OW2.1
Ph (07) 5455 5604
SILT & SEDIMENT CONTROL
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
Drawn: GM
165 Gympie Terrace
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.61 1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
ACE
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.40 1.42 1.38
1.55 1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1.7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
LEGEND
INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
©
Y EXISTING SURFACE SPOT LEVELS.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES EXISTING SEWER LINE
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
SILT RETENTION FENCE TO DETAIL
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EXISTING DWELLING ON
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1 Gn oe
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e\ @ | BE DEMOLISHED.
oS | 255 a
2 2 o EXISTING TREES ON i
SB eS SITE TO BE REMOVED: SS
oth wa x
“ §| te EXISTING DWELLING
8 TO BE DEMOLISHED.
Lowset Timber Dwelling
2
RP87781
Des ULR.P.
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94
SITE PLAN — SILT & SEDIMENT CONTROL
Scale 1: 200
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
900(W) GEO-FABRIC
PRIOR TO COMMENCING WORKS ON SITE. ALL
SILT FENCE, FIXED TO
SPIKES AND BURIED 300
INTO STABLE GROUND.
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND. Te
FI
96 UY)
Leu)
eer.
zL
GYMPIE TERBACE
EXISTING DWELLING ON ZA
NEIGHBOURING SITE. “
yasmo7
9EL"
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
SILT FENCE DETAIL
ort
y
5
3
=
a
a
CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES. TYPICAL.
80-120mm ROCK (NO FINES)
_____ HARD STAND OVERLAY
FOR DELIVERY'S DURING
CONSTRUCTION. TYPICAL.
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE 10 BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED TO 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.
SITE DRAINAGE — CONSTRUCTION.
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE
ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.
SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE 10
BE COVERED UNTIL THE SITE IS COMPLETED OR 10 BE
FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL
OF THE ENGINEER
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE
CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE
FOREMAN TO COVER ALL STOCKPILES WITH HESION OR
SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF
STOCKPILES
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT
PROTECTION MEASURES THROUGHOUT THE DURATION OF THE
PROJECT. ANY BREACHING OF THE PROTECTION MEASURES
MUST BE REMEDIATED IMMEDIATELY AND REPORTED TO THE
ENGINEER FOR CORRECTION MEASURES. SILT RUNOFF
PROTECTION IS TO BE MAINTAINED UNTIL SUCH POINT THAT
LANDSCAPING IS COMPLETED AND NOT SUSCEPTABLE TO
STORMWATER SCOUR.
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH EXISTING STORMWATER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
Revision | Description Date
Issue: FOR APPROVAL
wy ) SC G Unit 1/11 Project Ave,
web:www.scg-engineers.com
‘ABN 40 098 481 899
Noosa Heads
Ph (07) 5455 5604
Title: OPERATIONAL WORKS:
SILT & SEDIMENT CONTROL
email:[email protected]
Project 165 Gympie Terrace
Noosaville
Date: Apr 2018 Drawn: GM Design: TH
° Checked: Drg No. Rev
«| S Reoraso 28064-OW2.1) .
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