Council archive · source document
RFI - Engineering Plans · MCU26/0001
Plans and drawings: the text below has words only, no drawings.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
DATE PLOTTED: Wednesday, 20 May 2026 3:08:30 PM BY : CHANELLE STRYDOM
1-1
1-5
1-2
1-5
1-3
1-5
1-4
1-5
1-5
2-EX1
STRUCTURE NAME
REFER DETAILS FROM HYDRAULIC ENGINEER
ACO K300 KLASSIKDRAIN OR SIMILAR
REFER DETAILS ON DWG C351
REFER DETAILS ON DWG C351
REFER DETAILS ON DWG C351
REFER DETAILS ON DWG C351
REFER DETAILS ON DWG C351
ROOF WATER CONNECTION
STRUCTURE DESCRIPTION
DETENTION TANK
DETENTION TANK
DETENTION TANK
DETENTION TANK
DETENTION TANK
STD FIELD INLET
STD FIELD INLET
EXISTING STORMWATER INLET (2-EX1)
TO BE REPLACED WITH GULLY PIT TYPE B
CATCHPIT
450x450
450x450
IN ACCORDANCE WITH
TYPE B
NOOSA SHIRE COUNCIL STD DRG 9223A
HGL TAILWATER SET TO 0.15m BELOW EXISTING
GULLY STRUCTURE SURFACE LEVEL
EXISTING SURFACE
39.3% AEP HGL
DESIGN SURFACE
PIPE SIZE (mm) 225 225 225 225 375
PIPE CLASS PVC SN8 PVC SN8 PVC SN8 PVC SN8 PVC SN8
PIPE GRADE (%) 1.00% 1.00% 1.00% 1.00% 12.07%
PIPE SLOPE (1 in X) 100.0 100.0 100.0 100.0 8.3
PIPE FLOW (cumecs) 0.001 0.013 0.001 0.002 0.013
CAPACITY FLOW (cumecs) 0.045 0.045 0.045 0.045 0.609
FULL PIPE VELOCITY (m/s) 0.03 0.33 0.03 0.04 0.12
NORMAL DEPTH VELOCITY (m/s) 0.48 0.98 0.49 0.52 2.22
DATUM RL 22.000 22.000 22.000 22.000 21.000
28.969
28.924
28.886
28.885
29.054
29.015
28.983
28.886
28.885
28.971
28.925
28.886
28.885
28.967
28.967
28.928
28.886
28.885
28.886
28.885
28.884
HGL ELEVATION
0.907
0.932
1.332
0.925
0.932
1.332
2.528
0.932
1.332
0.827
0.932
1.332
1.332
2.354
2.374
DEPTH TO INVERT
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c320 stormwater longitudinal sections.dwg
28.942
28.900
28.500
28.921
28.900
28.500
28.943
28.900
28.500
28.936
28.900
28.500
28.500
26.850
26.830
INVERT LEVEL OF DRAIN
29.850
29.832
29.846
29.832
31.472
29.832
29.763
29.832
29.832
29.204
SETOUT LEVEL
E 509078.445
E 509078.061
E 509078.928
E 509078.061
E 509081.709
E 509078.061
E 509076.706
E 509078.061
E 509078.061
E 509064.698
N 7080438.573
N 7080434.494
N 7080436.341
N 7080434.494
N 7080432.169
N 7080434.494
N 7080431.556
N 7080434.494
N 7080434.494
N 7080436.850
SETOUT COORDINATES
13.673
0.000
4.241
0.000
2.127
0.000
4.340
0.000
3.561
0.000
CHAINAGE 4.241 2.127 4.340 3.561 13.673
LINE 1 2 3 4 5
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 15.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD 1:250 5 0 5 10 A1
DESIGN CS
1:500
HORIZONTAL
A3 ................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS 1:50 1 0.5 0 1 2 A1
(RPEQ 25245) [email protected] STORMWATER LONGITUDINAL SECTIONS
DESIGN CHECK TB
1:100
VERTICAL
A3
DRAWING STATUS
barlowshelley.com.au C320 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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