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Attachment E - Updated SWMP and MUSIC Modelling
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Original PDF page 30, section 3. The text section number identifies this passage in the reader.
5399
EXISTING PIT Facsimile (07) 3831 5422
4.56%%
4.56
LANDSCAPED FALL
RL 10.40 Email [email protected]
SURFACE LEVEL=10.79
W
ACN 072 308 582
EXISTING INVERT IN = 8.97 ABN 26 072 308 582
W
1:20 RAMP
EXISTING INVERT OUT = 8.81
SIGHT LINE SPLAY TO
10000
RAILING FENCE ENCLOSURE
7200
TRAFFIC ENGINEERS
W
PROJECT
100 sq m 35 sq m
DETAILS
BUNNINGS
W
NOOSAVILLE
2.28%%
BIO-RETENTION BASIN
6000
2.28
9657
W
525 RCP CUSTOMER
at
SW
VERGE
CONTOUR LEVEL RL 10.000
5000
RL 10.850 ExSW ExSW ExSW ENTRY/EXIT
450 RCP
ExSW
CNR EUMUNDI NOOSA ROAD &
GATEWAY DRIVE
EXISTING PIT
(170.102) 8°53'55"
PROPOSED GULLY NOOSAVILLE, QLD 4566
SW SW SURFACE LEVEL=10.84
INVERT IN = 7.88 for
1050 RCP
EXISTING INVERT IN = 7.94 GATEWAY DRIVE
INVERT OUT = 7.86
ExSW
BUNNINGS GROUP LIMITED NORTH POINT
PROPOSED MH COPYRIGHT © GROUP 4 ARCHITECTS PTY LTD
DRAWING TITLE
INVERT IN = 7.55 SITE PLAN OF LAYOUT
INVERT OUT = 7.52 PROPOSED BULK TRADE YARD
GATEWAY DRIVE UNDERCROFT PARKING
PROPOSED MH
INVERT IN = 7.82 EXISTING PIT
INVERT OUT = 7.80 SURFACE LEVEL=10.79
EXISTING INVERT IN = 6.39 DATE SEPTEMBER 2021 PROJECT NO. 21002
DRAWN GDC DRAWING NO.
DA02
PROJECT No.: BR210522
CHECKED
01 SITE PLAN OF LAYOUT SCALE 1:500 @ A1 ISSUE NO. 5
- PROPOSED BULK TRADE YARD 1:500 DATE: 29.11.2022 Document Verification
UNDERCROFT PARKING Conforming
MARKUP: CIVIL MARKUPS - Detention and treatment sizing Conforming - Including amendments as noted
Nonconforming - Amendments as noted to be resubmitted
Authority Verification
Verified By: Date:
Form QM114, Revision Date: 30 June 2011
PRELIMINARY
0 25m
ISSUE ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE
USE FIGURED DIMENSIONS IN PREFERENCE TO SCALING
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