Council archive · source document
Attachment 8 - Interim Stormwater Management Plan - TOPO · 132005.638.06
Plans and drawings: the text below has words only, no drawings.
Very large file (19.4 MB): may take a few minutes to open.
DECANT MANHOLE.
HEADWALL
SPILLWAY RL12.80 RL12.80
IL11.56 1 IN
3
BASIN RL11.00
1 x DN375 RCP
EXISTING SURFACE GRADE 1%, LENGTH 10.1m
IL 11.66
PROPOSED SURFACE
(US MH IL11.75)
SPILLWAY SECTION A
SCALE 1:200 C01
BUND RL13.40 BUND RL13.40
3
1 IN 1 IN 3 1 IN
3 1 IN 3
BASIN RL11.0
EXISTING SURFACE
PROPOSED SURFACE BASIN SECTION B
SCALE 1:200 C01
EXISTING SURFACE FOREBAY WEIR RL13.40
RL13.00 RL13.20 2.0%
FOREBAY
1 IN RL11.50 3
1 IN
3 3.0m 3 1 IN 10.0m
BASIN RL11.00
INLET DRAIN
PROPOSED SURFACE
FOREBAY SECTION C
SCALE 1:200 C01
2.0m 1.0m 2.0m
PROPOSED SURFACE
1 IN 2
2 1 IN
EXISTING SURFACE
INLET DRAIN SECTION D
SCALE 1:200 C01
0 2 4 6 8 10m
Monday, April 29, 2024 12:48:28
SCALE 1:200
SCALE CLIENT PROJECT
COPYRIGHT C NOOSA COUNCIL NOOSA LANDFILL SEDIMENT BASIN
AS SHOWN TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
CONCEPT
THIS DOCUMENT MAY NOT BE COPIED OR MD KR 25/04/24 BASIN SECTIONS
TRANSMITTED IN ANY FORM OR BY ANY
A PRELIMINARY ISSUE KR 25/04/24 MEANS IN PART OR IN WHOLE WITHOUT THE RPEQ / SIGNATURE (IF REQUIRED)
A3 WRITTEN CONSENT OF TOPO GROUP PTY LTD
. PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE P001546 C02 A
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