Original source · versioned page text
RFI - SCG 0469 - CD Issue 5 - 19.06.2026
Attached to the e-mail Response to further advice - MCU25/0057.01, OPW25/0078.01 & RAL25/0010.01.
1.61
WM
73 52
1. 1.74 1.
43
1.75 1.62
57
1.
1.
39
1.41
1.5
89°56'10"
70
1.70 1.72 4
65
78
1.
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
2
1.
6
2
1.
22.934
358°33'
SP129049
67
1.
8 1.
70
71
1.
665m²
9
.7
3.73Top 1
1.56
1.44
1.39
65
1.
1.77
53
56 1.77
1.
1.
1.46
77
1.
72
1.
74
1.
Monitoring Well
1.47
Rend Wall 3.72Top
74
1.
1.42
1.46
1.55
1.76
1.55
1.77
Wall/Top
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
2.51Top 2.65Top 2.63Top
269°57'10" 1.62
2.75
Emt F Wall
Top
Block Ret WM
WM1.62
IL:-0.32
1.72
SP129049 1.71 1.65 1.48
Emt A
SP315577
S MH:
LL2.86
10.10 Roof 9.80 Roof
1.50
THIS DRAWING AND ASSOCIATED DETAILS
Gutt 9.07
1.65
1.72 1.67
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:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 8 ON RP 72243
Level Datum AHD
J George Street, NOOSAVILLE
7 LEVEL ORIGIN PM 19579
al 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.
4A80 EXISTING SURFACE SPOT LEVELS.
EE 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
—— — — SsLe SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
I
|
61 \
% Kh
M74 1.75 62 \o
SS ° ' " 9
va" 1.70 fe ave j72 fe aE fe aE oe 89 56 40 fe Aad fa Mit Xo) re 75zl =
- a + er 28.768 * 16
re ro oo =
@ + ro et
\ :
oe a,
+ r |
| |
-- J |
| __l
| |
| | 6 : Nail in
e 2 | A : 1.5654
fF bo J 9, | I —|
& I xs I |
M + | | &
| | 6
+ | IM"
i +
2 | Q | 80-120mm ROCK (NO FINES) =
2 fo! x I HARD STAND OVERLAY 1~
7 ~ i FOR DELIVERY'S DURING 3
SP129049 leg | CONSTRUCTION. TYPICAL. oO
Slco | 4 =
Six | PROVIDE RUMBLE = —| RN lS
= | I GRATES DURING SITE | 1g + >
ba 1 I BULK EARTHWORKS. =} xs finan [77
i yin
[io L cM a
5 ———— 1 yHITAVILINH
a+ © | 665m? FWuintitiHUih
= al SC nee 1 i | AWHTHLinh
oe + | 6 i | MTT
so g | 4.77 WEIL
24 Is aT uuu =
: ! | “
=<
g ! vo !
a + i | CREATE BUNDING IN
g | i | TEMPORARY HARDSTAND
a , | | | FOR DIVERISION INTO
as ||| | | | SILT FENCES. TYPICAL.
& | | | |
as I |
LI © Monitoring Well L oe { | |
Pil an | Lessss-------+-~- |
NY 1
ae | |
Ske Lo
E Loi
SB | |
o| FE | L
| st 1
L— @r ttt TTT TTT
it D S
29048 .
ee —_—he ” &
: Me
5tTep. 15 65 Lop.
" _ Block Ret Wait
Emt F ~ EXISTING BLOCK RETAINING WALL
3P129049 2
5 EmtA
MH: SP315577
LL2.86
4010-Ri E- 9-86 Reet
7 Sf abo 4&7
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
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
DRAIN INTO NEIGHBOURING ALLOTMENTS.
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES ——»
AND BURIED 300 INTO
STABLE GROUND.
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
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.
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
600
SILT FENCE DETAIL
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
10.06.16
Rex
KEY
EX. SWPT EXISTING STORMWATER PIT
EX. SWMH EXISTING STORMWATER MANHOLE
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
Sv STOP VALVE
W.M WATER METER
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 0469-CN.
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 68 669.675 790,
O SCG
aptgcompany
‘SCG HOLDINGS PTY LTD Ti
Title:
SILT & SEDIMENT EROSION
PLAN
Project
9 GEORGE ST,
NOOSAVILLE
Date: Drawn
March 25
Design
FS "TH
Checked: Re
RPEQ 27698 ¢)
T Harrington
Drg No.
00469-OW2.1 | .
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (RFI - SCG 0469 - CD Issue 5 - 19.06.2026.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.