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Civil Plans BR190571-
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
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PROPOSED TEMPORARY STABILISED SITE ENTRY/EXIT - REFER EROSION
AND SEDIMENT CONTROL DETAIL SHEET C1.01.
FINAL LOCATION TO BE DETERMINED BY THE CONTRACTOR
PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
X PROPOSED SEDIMENT FENCE - REFER EROSION AND SEDIMENT CONTROL
DETAIL SHEET C1.01
PROPOSED TEMPORARY GEOTEXTILE FILTER FABRIC DROP INLET
SEDIMENT TRAP - REFER EROSION AND SEDIMENT CONTROL DETAIL
SHEET C1.01
26
PROPOSED TEMPORARY GULLY TRAP - REFER EROSION AND SEDIMENT
RP72829 CONTROL DETAIL SHEET C1.01
X X X X X X X X X X PROPOSED TEMPORARY CHANNEL TRAP - REFER EROSION AND SEDIMENT
CONTROL DETAIL SHEET C1.01
PROPOSED CHECK DAM (300mm HEIGHT SAND BAG). REFER EROSION AND
SEDIMENT CONTROL DETAIL SHEET C1.01
X
N1 PROPOSED STORMWATER PIPE - REFER C4.01 FOR DETAILS
1.50
0
PROPOSED SURFACE CONTOUR (0.10m INTERVAL)
1.6
61.00
0
1.7
N1 REFER NOTE 1 FOR DETAILS
1 .8 0
X
EXISTING SERVICES LEGEND
X
1.
1.90
1.80
1.90
80 2
0
1. 8
1.8
DEVELOPMENT BOUNDARY
0
X
61.00 EXISTING CONTOUR (0.25m INTERVAL)
20 EXISTING STORMWATER
RP131598
RP72829 EXISTING SEWER
X
RP72829 EXISTING WATER
X
EXISTING ELECTRICAL - OVERHEAD
EXISTING TELECOMMUNICATIONS
1.80 EXISTING FENCE
X
X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
X
1.
1.90
80
1.80
1.80 1.80
X
X
NOTES
X
1.70
1. GRAVEL SHAKE DOWN AND WASH DOWN AREA. DISCHARGE TO SUITABLE SEDIMENT
X X X X X X X X X X CAPTURE DEVICE. FINAL LOCATION TO BE DETERMINED BY THE CONTRACTOR.
1.6 2. SEDIMENT FENCES MUST BE LOCATED PARALLEL TO SUIT CONTOURS AT A MAXIMUM
0 LENGTH OF 50m.
3. TURNOUTS ARE TO BE INCORPORATED TO PREVENT CONCENTRATION OF FLOWS.
1.50 4. CONTRACTOR TO PROVIDE ROAD GULLY PROTECTION TO ALL DOWNSTREAM ROAD
1.40
GULLIES ON INTERNAL ROAD.
IMPORTANT
SEDIMENT AND CONTROL MEASURES SHOWN ON THIS PLAN ARE PREPARED AS A GUIDE FOR
CONSTRUCTION APPROVAL BY COUNCIL. IT DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR
OF HIS RESPONSIBILITY TO PLAN AND IMPLEMENT ENVIRONMENTAL PROTECTION MEASURES
AS REQUIRED BY LAW, THE COUNCIL AND THE CONTRACT THROUGHOUT THE WORKS.
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
0 4 8 12 m
SCALE 1:200 @ A1
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd EROSION AND SEDIMENT CONTROL
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE PLAN
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C1.02 B
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