06/0159 - Copies of plans re: conditions 22 to 25 & 29 to 33 [As Published] · 132004.4206

 

 

 

 

 

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SITE LOCATION PLAN N.T.S.

 

 

 

 

ALEnn.- v2. DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 6069

3
MCH3881

   

   

 

LEGEND:
CS) KERB INLET SEDIMENT TRAP TO IPWEAQ 00041 OR GULLY
SEDIMENT BAG INSERT REQUIRED DURING CONSTRUCTION
PLAN_ INDEX
0619-4  * SITE PLAN
0619-5 * HILTON TERRACE DETAIL
0619-6  * MILL STREET DETAIL
0619-7 * LONGITUDINAL SECTION
0619-8  * CROSS SECTIONS

REFERENCE DRAWINGS

( Callaghan & Toth )

Civil, Environmental &
\ Hydraulic Engineers
6/41 Sunshine Beoch Rood
P.O, Box 2305
NOOSA HEADS 4567
Ph: 54749081 Fox: 54749041
www.callaghanandtoth.com.au

    

 

 

designed J ADT | datum AHO

 

 

drown TN 7 Psu 75737
checked AH Origin (B.M.) RL_1.433

 

 

approved

 

 

SURVEYED BY
JONES FUNT & PIKE

PHONE 54432500
Nr

(0 Or
project

PROPOSED ROAD WIDENING

 

IPWEAQ D-0041 SEDIMENT EROSION CONTROLS
NC 9001 KERB AND CHANNEL FOR UNIT DEVELOPMENT AT
NC 9005 RESIDENTIAL CROSSING a GYMPIE TERRACE
NC 9006 PRAM RAMPS 128-132 PIE
NC 9007 PUBLIC UTILITIES \
NC 9011 CONCRETE. PATHWAYS J
NC 9019 DRIVEWAY ACCESS PROFILE Client
NC 9042 BIKEWAY CLEARANCES
NC 9043 PATHWAY/DRIVEWAY CROSSING JUNCTIONS NC OLIVER PROPERTIES PTY LID
NC 9205 SIDE DRAINS
ee
{~ i’
title
oe SITE PLAN &
SEDIMENT/EROSION CONTROL
_— LC
7 ia.

 

& EROSION CONTROL CHECK

 

 

ISSUE

MANAGEMENT COMMITMENT

LOTS 12 3 & 9 on MCH3881

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of NOOSAVILLE
KY

 

 

OBJECTIVE / TARGET

Comply with all statutory regulations and maintain
them during earthworks/construction.
Comply with the erosion and sediment control plan.

(~ ~)
SCALE

 

 

MANAGEMENT STRATEGY

Site foreman to identity and check direction of storm water
land flows as shown on plan. Provide barriers and other
measures shown on the plon to intercept storm water flows
at the end of table drains, and intercept sediments

before reaching gullies.

025 5 75 10 '25 Meters 2

 

Scale SCALE SHOWN IS_ORIGINAL DRAWING SCALE
1:500(A3) 00 _NOT SCALE FROM THIS DRAWNG

USE ONLY DIMENSIONS PROMDED

fF
REVISIONS

 

 

 

TASKS / ACTIONS

 

Erect sedimentation barriers as shown on the plans
before commencing earthworks or drainage improvements.

 

 

 

 

 

 

 

PERFORMANCE INDICATORS

Site foreman to check that sediment barriers
are trapping the flows ofter rain. Ensure no bypass occurs.

 

 

 

 

ment] revision details date
|? +
\ A
FILES

 

 

FREQUENCY / DEADLINE

Site foreman shall monitor performance and repair damage
after every storm until grass is established. Sediment shal!
be removed before it reaches overflow level

 

COMPUTER DIRECTORY

 

C\KEAYS\J085\0619\....

 

 

 

RESPONSIBLE PERSON

The Principal Contractors foreman shall be
responsible for inspections,

FOR APPROVAL

 

 

REPORTING / REVIEW

Site Foreman to advise workers: if they notice ony
barrier requiring repair, report it to foreman.

Sheet 1 of 5 sheets

 

 

CORRECTIVE ACTIONS

 

 

Site foreman is to repair ony damaged barriers
daily. Replacements are to be purchased as required.

drawing number

0619-04

 

 

 

 

date 23rd JAN 2007 S