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ADAMS+SPARKES Town Planning Report
Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - IDAS Forms, Cover letter & Report - MCU17/0076 & OPW17/0224.
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LEGEND NOTE:
THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
SITE BOUNDARY COLOUR SEPARATION FOR GREATER CLARITY. WORKING
WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
EXISTING KERB THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
XX.XX EXISTING CONTOURS (AT 0.25m INTERVALS) HAVE THE CORRECT PRESENTATION AND SHOULD
CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
XX.XX EARTHWORKS CONTOURS (AT 0.25m INTERVALS)
EXISTING OVERHEAD ELECTRICITY
EXISTING SEWERAGE
EXISTING WATER
EXISTING TELSTRA PP
PROPOSED STORMWATER
SEDIMENT FENCE
TEMPORARY DIVERSION DRAIN
5
PROPOSED STORMWATER RP81559
PROPOSED STORMWATER PIT
SURFACE FLOW DIRECTION
VIBRATION GRID (IN ACCORDANCE
WITH IECA STANDARDS)
S
CP
GTP492
NOTE:
1. FOR EROSION AND SEDIMENT CONTROL DETAILS AND
NOTES REFER DWG No's C110 TO C120.
2. REFER COUNCIL STANDARDS CONTAINED IN NOOSA SHIRE
COUNCIL PLANNING SCHEME POLICY FOR FURTHER 1.70
2.25
2.00
1.75
EROSION AND SEDIMENT CONTROL DETAILS AND NOTES.
THIS SUPERSEDES ANY NOTES OR DETAILS SHOWN ON
DESIGN DRAWINGS.
1.70
0
3. THE ENVIRONMENTAL PROTECTION ACT 1994 PLACES A 1.7
LEGAL RESPONSIBILITY UPON ALL PERSONS WHO CAUSE
LAND DISTURBANCE TO MINIMISE OR PREVENT
ENVIRONMENTAL HARM. PROPERTY DEVELOPERS,
CONTRACTORS AND CONSULTANTS ARE ALSO SUBJECT TO
REQUIREMENTS UNDER THE SUSTAINABLE PLANNING ACT
2009. THIS INCLUDES DEVELOPMENT CONDITIONS
1.60
1.50
1.50
REQUIRING ADEQUATE EROSION AND SEDIMENT CONTROL
EDWARD STREET
MEASURES TO BE IMPLEMENTED AND MAINTAINED ON
CONSTRUCTION SITES.
1.60
4.00m
0
1.6
1.8
0
3.00m
1.70
CP 6
1.70
1.80
GTP 1838 RP112875
TEMPORARY 225Ø uPVC STORMWATER PIPE
AT MINIMUM 1.0% GRADE TO DIRECT
2.25
2.00
1.50
1.75
DIVERTED FLOWS UNDER SHAKEDOWN
DEVICE AND TOWARDS FILTER TUBE DAM
1.70
WM
3.00m1.60
1.50
1.70
1.00m
1.70
FILTER TUBE DAM (DE-WATERING) FITTED ON
EARTH DAM WITH DUAL 225Ø OUTLET PIPES
AND FILTER TUBES IN ACCORDANCE WITH
2.00
2.25
1.75
IECA STANDARD DRAWING FTD-02. REFER
DRG No. C110 FOR DETAILS. SIZED TO
ALLOW FOR MINIMUM VOLUME OF 1m³ PER
200m² OF CATCHMENT.
5
SP268656
CONSTRUCTION NOTE:
ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
CONJUNCTION WITH GENERAL NOTES ON DRG No.
C001 WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
NOT SUPPLIED.
PRELIMINARY
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT EROSION & SEDIMENT 7508
ICON BUILDING THE PROPERTY 0 2 4 6m 25 EDWARD STREET, CONTROL LAYOUT PLAN JOB No.
DESIGN CLINIC
Unit 5B/85 Hudson Road
Albion, QLD 4010 SCALE 1:100 @ A1
NOOSAVILLE, QLD, 4566.
01 PRELIMINARY ISSUE 13.06.17 IE
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C100 01
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd DWG. No. REVISION
REV DESCRIPTION DATE DRAWN APPROVED IERNST
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