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Attachment 7B - Site Based Stormwater Manamgment Plan by ADG.pdf
SECTION A
PROPOSED CAR PARK RL 3.4m AHD
EXTENDED DETENTION
MIN. 0.30m
DETENTION BASIN
VARIES
11.14m
0.40m
FILTER MEDIA
TRANSITION LAYER
EXISTING SURFACE
IN-SITU SILTY SANDS, MINIMUM 0.3m0.10m
DRAINAGE LAYER
REQUIRED TO MEET DEPTH OF
INFILTRATE TO NATURAL SOIL (SAND)
VARIES -
INFILTRATE TO NATURAL SOIL (SAND)
NOTE: INDICATIVE FOUNDATION DESIGN SHOWN
ONLY. FINAL DESIGN TO BE DESIGNED AND
CERTIFIED BY OTHERS.
0 0.5 1m
SCALE 1:20
AT ORIGINAL SIZE (A1)
PROPERTY BOUNDARY
3
20 CARPARKS
A
A STORE
RL 3.200
UNIT 1
4
0 2 4 6 8 10m
ISSUED FOR
SCALE 1:200
AT ORIGINAL SIZE (A1)
INFORMATION ONLY
Client Discipline Status Title
ASPECT ARCHITECTS CIVIL INFO BIORETENTION BASIN -
Project Name Designed By Checked By Approved By
PRELIMINARY DETAILS
TM AM MVI
RACV NOOSA RESORT Project No. Drawn By Scale at A1
94-142 NOOSA DRIVE, 22366 TM AS SPECIFIED
01 14.12.2022 Issued for Information TM AM T:1300 657 402 E: [email protected] W: www.adgce.com
Quality Assurance ISO 9001:2015 | Work Health Safety ISO 45001:2018 NOOSA HEADS QLD 4567 The concepts and information contained in this document are the copyright of ADG Drawing No. Revision
00 28.09.2022 Issued for Information TM SQ Environmental Management ISO 14001:2015 Engineers (Aust) Pty Ltd. Use or copying of the document in whole or in part without the
Rev Date Description By Chk
written permission of ADG Engineers (Aust) Pty Ltd constitutes an infringement of copyright. SK03 01
Do not scale drawings. If in doubt, ask!
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