Council archive · source document
Revised Engineering Plans · MCU26/0012.01
Plans and drawings: the text below has words only, no drawings.
Original PDF page 4, section 8. The text section number identifies this passage in the reader.
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 2 ON RP 214048
Level Datum AHD
Lukes Road, Cooroy Mountain
Survey information provided by
MAX WATTERSON & ASSOCIATES (MWA) |
eS —_
24
oo
LEGEND
_--777 INDICATES PROPOSED SURFACE
(007 CONTOURS AND LEVELS TO AHD.
4189 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
7 INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
— Sw/ex
— — — — sie SILT RETENTION FENCE TO DETAIL
www.dialbeforeyoudig.com.au
SY DIAL 1100
“wey BEFORE YOU DIG
1021 °
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ae
(CR) PROPOSED COIR
® LOG CHECK DAM, REFER
“><. DETAIL ON THIS: SHEET.
COIR LOG OR HAY BALES PEGGED
INTO SURFACE. SPACED AT NO MORE
EXISTING TABLE
DRAIN
COIR LOG CHECK DAM 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
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.
sae
112.004
rar
SITE PLAN — SILT & SEDIMENT EROSION PLAN
Scale 1: 500
SITE DRAINAGE — CONSTRUCTION
ers
ere
*
oe
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
2899
08
*
xis
9598
A
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES
AND BURIED 300 INTO
STABLE GROUND.
1200(L) 50 $Q. HOWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
ase
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.
a 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
600
SILT FENCE DETAIL — INSTALLED
p70 70M — 1500 @ AI
1:1000 @ A3
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
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL
SV STOP VALVE
W.M WATER METER
A ARCH AMENDMENTS 16.07.26
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.
SCG HOLDINGS PTY LTD TI
O SCG
aptgcompany
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 68 659.675 790,
Title:
P
LAN
SILT & SEDIMENT EROSION
Project
111 LUKES RD,
COOROY MOUNTAIN
Date:
Drawn
July 2026
LR
Design
Checked: Drg No.
RPEQ 27698 ¢)
T Harrington |
0577 -oW2.1. A
1H
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