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Development Application - Part 2 of 2 - Energex Certificate, Telstra Provisioning Confirmation & Plans - OPW12/0276
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 10, section 1. The text section number identifies this passage in the reader.
STRAINER WIRE
TOP & BOTTOM SEDIMENT FENCE SECTION Callaghan & Toth
STANDARD DRAWINGS
FILTER FABRIC FIXED TO FENCE Place on the toe of all fill balters Civil, Environmental &
AND EMBEDDED INTO where shown or directed by the Engineer. 506-8 SEDIMENT FEHCE OBJECTIVE / TARGET Comply with all statutory regulations and maintain Hydraulic Engineers
0,5 GROUND MIN, 200mm These fences are not to be used 506-11 GEOTEX11II SAlJSIa: INLET fiLTER
them during earthworks/construction. PO BOX 2305
PROVIDE OVERFLOW WEIR 0.5 WIDE for concentrated flows with catchments NOOSA HEADS 4567
Comply with the erosion and sediment control pian.
WHERE BACKUP FLOW IS greater than 2000 sq. m. 6/41 Sunshine Beach Road
Phone 54749081, Fax 54749041
LIKELY TO OVER TOP WEIR
www.colloghanandtoth.com.au
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water
datum AHO OERIVEO
0,3 land flows as shown on pian. Provide barriers and other
SEDIMENT CONTROL LEGEND: measures shown on the plan to intercept storm water flows PSM 119670
STAR PICKET
Origin (B.M.) RL 99.37
.PROVlOE 75mm & UNOER CRUSHEO STONE ROCK VEE NOTCH WEIRS
II at the end of table drains, and intercept sediments
before reaching gullies.
100mm HIGH TO TABLE ORAlNS AS NOTEO
N approved
SEDIMENT FENCE DETAIL TASKS / ACTIONS Erect sedimentation barriers as shown on the plans SURVEYEO BY
’^’^^^^’ ERECT SEDIMENT FENCE TO DETAIL
" before commencing earthworks or drainage improvements. MAX WATTERSON A ASSOCIATES
PHONE (07) 54 426 121
Place rock weirs in table drains as soon as the drains
NOTES IIIIIIII TOPSOIL & FERTILlSE & PROVIDE TURF STRIPS 0.5m WIDE
are cut.
Provide turf protection to bolters subject to ALONG EDGE OF NEW DRIVEWAY project
catchment lengths greater than 3m. PERFORMANCE INDICATORS Site foreman to check that sediment fence and rock weirs
Lay continuos strips along contour lines. are trapping the flows after rain. Ensure no bypass occurs. PROPOSED ACCESS DRIVEWAY
<S> GEOTEXTILE SAUSAGE INLET FILTER TO SID OWG SO 6-11
TO 10 AT JIRRIMA, CRESCENT.
Check & repair structures after every storm.
FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage
Remove sediment fence only after
after every storm until grass is established. Sediment shall
COOROIBAH
new grass is estoblished. be removed before it reaches overflow level.
ALEXANDER DAVID TOTH RESPONSIBLE PERSON The Principal Contractors foreman shall be Client
REGISTERED PROFESSIONAL responsible for inspections.
P. RUTHERFORD c!c
..........:~:~~.....
LOT 85
I- REPORTING / REVIEW Site Foreman to advise workers: if they notice any
RP136462 P. ROCHECOUSTE
barrier requiring repair, report it to foreman.
I! CORRECTIVE ACTIONS Site foreman is to repair any damaged barriers
daily. Replacements are to be purchased as required.
title
SEDIMENT c!c EROSION CONTROl.
j/ PLAN
Ii
I
LOT 86 on RP136462
Parish of NOOSA
County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH
SCALE
o 5 10 15 20 25 Weters 50
scale SCAlE SHOWN IS ORIGltW. DRAWING SCAlE
00 NOT SCAlE FRO~ 1HIS DRAWING
1:1000(AJ) USE ONLY O!~ENS1ONS PRO’IIOEO
LOT 11
2.03100 REVISIONS
’""" revision details date
A FOR APPROVAL 07/12
FILES
COMPUTER OIRECTORY
X:\JOBS\CT PRO N PRG\1204 JIRRIMA CRESCENT
LAKE COOROIBAH OESI CURRENT OWG-1204 BASE
FOR APPROVAL
Sheet 7 of 7 sheets
drawing number
LOT 1
RP171405 1204-07
date 8th JUNE 2012
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