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Erosion and sediment control plan
Attached to the e-mail Operational Works Application OPW21/0213 - 21 Nannygai Street Noosaville (Lot 54 on RP76937).
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn LEGEND NOTES:
DIVERSION TRENCH COIR LOGS INDICATES STABILISED ENTRY EXIT POINT 1) All fill works on site shall be rolled fill, in accordance
with clause 6.4.2 of Australian Standard 2870, and
SEDIMENT FENCE // TEMPORARY CONSTRUCTION FENCE certified by others.
SITE STOCKPILE (IF REQUIRED) 2) Survey information has been obtained from 'M3
OVERLAND FLOW CATCH DAM/PIT SITE DRAINAGE DIRECTION WITH SEDIMENT FENCE Surveys' Plan as shown in CDS Design Consultants
documentation Ref 'Nannygai' Drawing No.1 Rev C.
All levels, locations and existing services to be
verified on site.
3) Plans to be read in conjunction with Architectural
documentation.
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INDICATIVE OF BATTERED BANK 5
AFTER BULK EARTHWORKS
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SLIGHT FALL
- 21 NANNYGAI STREET -
VIRTUALLY FLAT
1.75
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75
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1.75
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SLIGHT FALL
VIRTUALLY FLAT
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1.50
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EROSION & SEDIMENT CONTROL PLAN
1.
75
JESS B GABRILAITIS
RPEQ 23224 SCALE INDICATIVE ONLY AT 1:100
COPYRIGHT - The plans, CLIENT PROJECT TITLE
designs and information
contained in this document
ONE PROPERTY PROPOSED NEW DWELLING E.S.C PLAN
are the copyright of
Northside Engineering Pty
Ltd. Use or copying of the DEVELOPMENT (EROSION & SEDIMENT LOCATION
document in whole or in UNIT 7, LEVEL 1 CONTROL PLAN) 21 NANNYGAI STREET, NOOSAVILLE 4566
part without the written 87 WEBSTER ROAD
permission of Northside 12/07/21 ISSUE FOR APPROVAL STAFFORD QLD 4053 DESIGN DRAWN CHECKED SCALE SHEET JOB NUMBER SHEET OF ISSUE
04235-ESC
A
Engineering constitutes an
infringement of copyright. DATE DESCRIPTION ISSUE
PH. 07 3053 3183
E. [email protected] DR/TZ DR TZ 1:100 u.n.o 1.0m 0 1.0m 2.0m 3.0m
A3 3 4 A
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