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BR210522_SBSMP_Rev6
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batters.
131 Leichhardt Street
Spring Hill Qld 4000
SW
OBVERT LEVEL = 9.00 TRAFFIC ENGINEERS Max Bio depth of 800mm and batters 3.2m wide.
W
Telephone (07) 3831 5399
Facsimile (07) 3831 5422
INVERT LEVEL = 8.00
4.56 %
DETAILS RL 9.60
Final depth and batter to be confirmed at Detail Design
LANDSCAPED FALL
Email [email protected]
W
ACN 072 308 582
ABN 26 072 308 582
W
1:20 RAMP
EXISTING LINE TO BE CAPPED
5000
100 sq m
10000
RAILING FENCE ENCLOSURE
3500 300
AT PROPERTY BOUNDARY
W
PROJECT
BIO-DETENTION
EXISTING
68 sq m BUNNINGS
SW
W
NOOSAVILLE
2.28 %
BIO-RETENTION BASIN
6000
BOUNDARIES EXIT
ONLY
SW W
at
ENTRY 525 RCP
EXISTINGENTRY/EXIT
PIT
CUSTOMER
3000
ONLY RL 10.850
SURFACE LEVEL=10.84
ExSW ExSW ExSW
CNR EUMUNDI NOOSA ROAD &
(170.102) 8°53'55" GATEWAY DRIVE
PROPOSED NEW SW SW EXISTING INVERT IN = 7.94 NOOSAVILLE, QLD 4566
NEW FOOTPATH BOUNDARY SW
for
PROPOSED GULLY PROPOSED MH GATEWAY DRIVE BUNNINGS GROUP LIMITED NORTH POINT
ExSW
INVERT IN = 7.90 INVERT IN = 7.21
1050 RCP
INVERT OUT = 7.88 INVERT OUT = 7.18
COPYRIGHT © GROUP 4 ARCHITECTS PTY LTD
DRAWING TITLE
CONNECTION REQUIRED WITHIN ROAD TO ACHIEVE REQUIRED ILs AND GRADES
ExSW
LAND DEDICATION TO SITE PLAN OF LAYOUT
TRAFFIC ENGINEERS DETAILS
PROPOSED BULK TRADE YARD
SHOWN HATCHED
GATEWAY DRIVE UNDERCROFT PARKING
PROPOSED MH
INVERT IN = 7.62 EXISTING PIT
PROPOSED MH
INVERT OUT = 7.60 SURFACE LEVEL=10.79
INVERT IN = 7.44
EXISTING INVERT IN = 6.39
INVERT OUT = 7.42 DATE SEPTEMBER 2021 PROJECT NO. 21002
DRAWN GDC DRAWING NO.
CHECKED DA02
01 SITE PLAN OF LAYOUT SCALE 1:500 @ A1 ISSUE NO. C
- PROPOSED BULK TRADE YARD 1:500 PROJECT No.: BR210522
Document Verification
UNDERCROFT PARKING
09.08.2023
Conforming
DATE: Conforming - Including amendments as noted
Nonconforming - Amendments as noted to be resubmitted
MARKUP: Preliminary Storwmater Layout Sketch 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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