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SUPERSEDED Compiled Approved Plans for OPW20-0145 05
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Log in to see the plans as drawn PROVIDE DN600 HEADWALL NOOSA COUNCIL
APPROVED PLAN
SINGLE CELL
OPW20/0145.02 18 MAR 2021
CHASE OUTLET TO IL2.8 IN EXISTING
EXISTING GULLY & PROVIDE ROCK & PRESS
ROCK INTO INVERT OF DRAIN WITH
GULLY EXCAVATOR BUCKET. PLACE
GEOTEXTILE OVER THE ROCK & PIN AS
DIRECTED BY SUPERINTENDENT
BOUNDARY
LOT 3 NATURAL SURFACE
4.004 Ha
L FLOW
SW IL2.8
29
D50=200mm NEW DN600 RCP SW AT 0.5%
1.8m
REFER DRAWINGS DATUM RL2.0
No. 20-000713-620B, FIELD INLET PIT
1.2x1.2
GRATED LID
No. 20-000713-621A DN600 HEADWALL
SL4.50
IL2.900
DEPTH 1.60
SINGLE CELL
& No. 20-0007-623 SL4.10
IL2.80
NE
W
DN
60
STORMWATER SYSTEM - SECTION L
0
RC
SCALE 1:10 (A3)
DEPTH 1.30
25 March 2022 P
SW
L ENERGY DISSIPATER CALCULATION
SW
29
OUTLET VELOCITY = 2.0m/s
PIPE SIZE = DN600 RCP
L = 3D [D50 = 200mm]
ENERGY DISSIPATOR LENGTH = 3D x 0.600 = 1.8m
1.8m
5
1
2.225m
NEW DN600 RCP SW AT 0.5%
LOT 4
2183m²
STORMWATER SYSTEM - ENERGY DISSIPATER DETAIL
STORMWATER SYSTEM 16 - DETAIL PLAN SCALE 1:10 (A3)
SCALE 1:250 (A3)
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 29 OF 30
0 2.5 5 7.5 10 12.5m FOR STOCKWELL PTY LTD
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL p 07 5443 8285
DESIGN CHECK
SCALE 1:250 A3
(RPEQ 19358)
ABN 89 215 591 077
e [email protected] w www.barlowshelley.com.au
STORMWATER OUTLET DETAIL PLAN SW29 E
CL
DATE 13-09-19
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers
a PO Box 899, Maroochydore,4558 SHEET 3 OF 4 [LOT 3]
Document Set ID: 21753628
21426255
Version: 1, Version Date: 12/01/2022
24/03/2021
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