Original source · versioned page text
RFI - SCG 0469 - Civil Issue 3 - 30.06.2025
THE SITE
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
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Page 2
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
Page 3
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Page 4
DRAWING SIZE — Al
HEIGHT DATUM
LOT 8 ON RP 72243
Level Datum AHD
George Street, NOOSAVILLE
LEVEL ORIGIN PM 19579
R.L 1.528
Survey information provided by
MAX WATTERSON & ASSOCIATES
EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT
SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO
KERB & CHANNEL
SILT FILTER SOCK DETAIL
LEGEND
_--777 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS TO AHD.
+180 EXISTING SURFACE SPOT LEVELS.
— ———. INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
w—— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
—— SW/EX
———— SLE SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
SA DIAL 1100
Jy BEFORE YOU DIG
61
%
wi.74 1.75 62
SN ° ' " 9
on Ry — al 2 Rw Rw Rw _ 89 5640 RW Rye
$= EE TO =
! e “ yi !
seo passa “f st |
r+ I | ! | GT aa
I | | | |
\ | poo |
| 1 ou 4 4 a
| | | pom
| | i
AS | AP | [ _\ /
Ht | to | e jL—--~
| | & ! +
: ©
| + é
| |
| 2 | a 80-120mm ROCK (NO FINES)
9 | x HARD STAND OVERLAY
on S- ------ | FOR DELIVERY’S DURING
SP129049 a to CONSTRUCTION. TYPICAL.
5 |
col | PROVIDE RUMBLE o
oO aa \
=|" —T GRATES DURING SITE 5 +)
to BULK EARTHWORKS. Yo adnnnn 7
| ee HNMTRUUT!
3 73 TOP),
EXISTING BLOCK RETAINING WALL
|
Po | “uv
| | +
|
\ | |
| | |
1 ah | [
pax |
LI] | O° Monitoring Well |, —__—_—_—_——_,
Ell a> | | a
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at | |
@ ILL
fo aa
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it D xe
29048 .
tt oe &@
‘ IN a AP
Ed Tan 1 BoTon
ir Block Ret . Wait
Emt F ~ on EXISTING BLOCK RETAINING WALL °
5P129049 8
a Emt A
MH: SP315577
LL2.86
“| 10-10-Roeot. 90-20 Root.
pe 10 Roof. 9.80 Reel
\
WHITTEN
WILLEN
WHILE
HIE
~TUAATTTE |
4.77 (WTI
WUUUUU
CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES. TYPICAL.
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
SITE PLAN — SILT & SEDIMENT EROSION PLAN
Scale 1: 100
SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION
FALLS TOWARDS THE CENTRE OF THE ALLOTMENT
THEN TOWARDS THE FRONT 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 TO BE COVERED UNTIL THE SITE IS COMPLETED
OR TO BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER
: Nail in
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.
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.
SILT FENCE DETAIL
600
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
Ranni——1_}—1_?m1:100 © At
1:200 @ A3
KE
EX. SWPT
EX. SWMH
EX. SMH
EX. SCP
E.0.B.
K&Cc
NS.L.
F.H.
TP
EP.
KERB
RCEW
SV
W.M
EXISTING STORMWATER PIT
EXISTING STORMWATER MANHOLE
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLAR
EXISTING KERBING
REINFORCED CONCRETE END WALL
STOP VALVE
WATER METER
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.
Revision
Description Date
Issue:
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.
O
SCG HOLDINGS PTY LTD Ti
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
SCG
SILT & SEDIMENT EROSION
PLAN
9 GEORGE ST,
<|RPEQ 27698 1)
“|T Harrington |
NOOSAVILLE
Date: March 25 Drawn FS Design TH
Checked: Drg No. Rev.
00469-OW2.1 | .
Page 5
Cut/Fill Summary
Name Cut Factor Fill Factor 2d Area Cut Fill Net
Volume 1.000 1.000 661.30sq.m 36.29 Cu. M. 415.49 Cu. M. 379.20 Cu. M.<Fill>
Totals 661.30sq.m 36.29 Cu. M. 415.49 Cu. M. 379.20 Cu. M.<Fill>
1.61
WM
73
1.
1.39
1.41
89°56'10"
70
65
78
1.
1.
1.
28.768 1.61
58 .72
73
74
1.
1
1.
63
1.
60
1.
1.
62
56
1.
1.
BM: Nail in Kerb
66 57 RL: 1.565
68 1. 1.
58
1.
1.
73
58 1.
1.55
1.41
1.46
1. 66
1.
67
1.
177°08'10"
59
22.983
62
1.
2
1.
RESIDENTIAL
22.934
358°33'
SP129049 DEVELOPMENT
67
1.
8 1.
70
71
1.
665m²
79
1.
1.56
1.44
1.39
65
1.
56
1.
77
1.
72
1.
74
1.
74
1.
1.42
1.46
1.55
67
1.
64
1.
63
Emt D
63
1.
1.
1.76
WM
SP129048
62
1. 1.63
79
59
56
29.335
1.
1.
1.
1.76
1.43
1.47
1.56
269°57'10" 1.62
Emt F WM
WM 1.62
IL:-0.32
SP129049
Emt A
SP315577
S MH:
LL2.86
10.10 Roof 9.80 Roof
THIS DRAWING AND ASSOCIATED DETAILS
Gutt 9.07
MUST BE READ IN CONJUNCTION WITH
CP THE NOTES CONTAINED ON 0469-CN.
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
DILAPIDATION REPORT: Project
SITE PREPARATION, EARTHWORKS & COMPACTION
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
Page 6
PMENT
1.61
WM
73
1.
1.39
1.41
89°56'10"
28.768 1.61
up
BM: Nail in Kerb
RL: 1.565
1.55
1.41
1.46
177°08'10"
22.983
2 RESIDENTIAL
22.934
358°33'
SP129049 DEVELOPMENT
8
665m²
1.56
1.44
1.39
1.42
1.46
1.55
up
THIS DRAWING AND ASSOCIATED DETAILS
Emt D 1.76
WM
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.
SP129048
1.63
29.335 1.76
1.43
1.47
1.56
269°57'10" 1.62
Emt F WM
WM 1.62
IL:-0.32
SP129049
Emt A
SP315577 Issue:
S MH:
LL2.86
10.10 Roof 9.80 Roof
SCG HOLDINGS PTY LTD T/A
Gutt 9.07
Unit 1/11 Project Ave,
Noosa Heads
CP Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
Page 7
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
Page 8
up
RESIDENTIAL
DEVELOPMENT
up
up
THIS DRAWING AND ASSOCIATED DETAILS
RESIDENTIAL MUST BE READ IN CONJUNCTION WITH
DEVELOPMENT THE NOTES CONTAINED ON 0469-CN.
Issue:
up
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16
Page 9
1.61
WM
73
1.
1.39
1.41
89°56'10"
28.768 1.61
up
BM: Nail in Kerb
RL: 1.565
1.55
1.41
1.46
177°08'10"
22.983
2 RESIDENTIAL
22.934
358°33'
SP129049 DEVELOPMENT
8 FFL
1.81
665m²
1.56
1.44
1.39
1.42
1.46
1.55
up
Emt D 1.76
WM
SP129048
1.63
29.335 1.76
1.43
1.56
1.47
269°57'10" 1.62
Emt F WM
WM 1.62
IL:-0.32
SP129049
Emt A
SP315577
S MH:
LL2.86
10.10 Roof 9.80 Roof THIS DRAWING AND ASSOCIATED DETAILS
Gutt 9.07
MUST BE READ IN CONJUNCTION WITH
CP THE NOTES CONTAINED ON 0469-CN.
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
PLUMBING ARTICULATION:
Project
Date: Drawn Design
Checked: Drg No.
Rev. - 10.06.16