A6107 Complete Set · OPW18/0155

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SEDIMENT & EROSION CONTROL NOTES

 

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ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO BE INSTALLED IN
ACCORDANCE WITH THE | E AUST SOIL EROSION & SEDIMENT CONTROL MANUAL,
AS DETAILED ON THIS PLAN, OR AS REQUIRED FOR COMPLIANCE WITH THE
REQUIREMENTS OF THE ENVIRONMENTAL MANAGEMENT PLAN:

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT & EROSION
CONTROL DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS:
(A) DURING CONSTRUCTION

(i) DAILY DURING DRY WEATHER

(i) PRIOR TO PREDICTED STORM EVENTS

(ii) TWICE DAILY DURING PROLONGED RAIN

(iv) DURING AND AFTER MAJOR STORM EVENTS
(B) DURING DEFECTS LIABILITY PERIOD

(i) WEEKLY DURING DRY WEATHER

(i) PRIOR TO PREDICTED STORM EVENTS

(iii) TWICE WEEKLY DURING PROLONGED RAIN

(iv) DURING AND AFTER MAJOR STORM EVENTS

THE CONTRACTOR IS TO CONSTRUCT AN ENTRY/EXIT SEDIMENT TRAP AS
DETAILED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS.

ALL STOCKPILES TO BE TEMPORARILY GRASSED & GRADED TO ENSURE CONTROL
OF RUNOFF. ALTERNATIVELY, SEDIMENT FENCES TO THE DOWNSTREAM FACE OF
STOCKPILES ARE TO BE INSTALLED, WITH CUT-OFF DRAINS UPSTREAM.

ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT. ROUGHENING TO
CONSIST OF LATERAL (90° TO SLOPE) GROOVES 100mm DEEP AT 2m MAX.
SPACINGS

ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED
TO PREVENT EROSION. ROUGHEN SURFACE BY FORMING LATERAL GROOVES
50mm DEEP AT 1m MAX. SPACINGS AND 5m MAX. LENGTHS.

SEDIMENT & EROSION CONTROL DEVICES (OTHER THAN THOSE ALREADY SHOWN)
TO BE INSTALLED WHERE NECESSARY & AS DIRECTED ON SITE BY THE
SUPERINTENDENT.

SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE INDICATIVE ONLY. IT
IS THE RESPONSIBILITY OF THE SITE MANAGER TO ENSURE THAT THE INTENT OF
THIS PLAN AND THE ENVIRONMENTAL MANAGEMENT PLAN ARE COMPLIED WITH

EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE COMPLETED
PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN PLACE UNTIL
PERMANENT WORKS ARE COMPLETE AND CATCHMENT VEGETATION IS
ESTABLISHED (75% GRASS COVER MINIMUM)

. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE KEPT TO A

MINIMUM TO LIMIT THE EXPOSURE OF SOIL TO RAIN-DROP IMPACT AND OTHER
FORMS OF WIND/STORMWATER EROSION.

. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS

STANDARD SPECIFICATION.

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP‘)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

0 4 8 12 16 20m

SCALE 1:200 A1, 1:400 A3

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

 

 

 

REV

 

DATE

 

DESCRIPTION

BY

 

 

CHKD

 

 

DIRECTOR APPROVAL
RPEQ- 4784

Design: PBL
Drawn: PBL
Date: MAY 2016

Checked

 

 

Datum _AHD

Brah 101 pty Itd t/a Alta Projects
ABN. 91 611 354511

26 Memorial Avenue, Cotton Tree

PO Box 559, Cotton Tree, QLD, 4558
Tel (07) 5475 4125 Fax (07) 5479 1607

ENGINEERING : DESIGN : MANAGEMENT Email: [email protected]
Web: http://www.alta.net.au

PROJECT:

DRAWING TITLE:
EROSION AND SEDIMENT CONTROL

PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | oycRALL LAYOUT PLAN AND NOTES

 

 

 

A‘ SHEET SIZE

 

FILENAME : 26107-18-PESCOt STGAA.dug -DATE : 22118-3280 - XREF:aB107-XBASE; a6107-X-SURVEY: a6107-X-ARCH landscape; aB1O7-XARCH; H-Approved SH

 

at SERENITY COURT, NOOSA

 

Revision Sheet
1 of 1

DRAWING No: 46107/18/PESCO1

 

for CAPE BOUVARD DEVELOPMENTS

 

-Checked-SH Council Ref:

© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
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be directed to ALTA Projects.