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Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145
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Original PDF page 28, section 1. The text section number identifies this passage in the reader.
H
O
FM
A
N
N
D
R CHASE OUTLET TO IL2.4 IN EXISTING
IV GULLY & PROVIDE ROCK & PRESS
BOUNDARY
E ROCK INTO INVERT OF DRAIN WITH
EXCAVATOR BUCKET. PLACE
GEOTEXTILE OVER THE ROCK & PIN AS
DIRECTED BY SUPERINTENDENT
PROVIDE DN900 HEADWALL
SINGLE CELL
FINISH SURFACE
PROPOSED BIORETENTION BASIN
REFER TO PLAN 1856-SW22 FOR 1
DETAILS NATURAL SURFACE FLOW
5
IL2.5
D50=200mm NEW DN900 RCP SW AT 0.12%
2.7mm
DATUM RL2.0
EXISTING BOX
STORMWATER SYSTEM 5 - SECTION K
CULVERT & GULLY SW SCALE 1:10 (A3)
P
RC
2 375
DN
PROVIDE CHILD PROOF SAFTEY W
5 NE
GRILL WITH HORIZONTAL SPACING
NOT EXCEEDING 150mm
K
0 RCP SW SW28
NEW DN90
ENERGY DISSIPATER CALCULATION
K FH
OUTLET VELOCITY = 1.0m/s
N
SW28
EW
1 PIPE SIZE = DN900 RCP
D
5
N
L = 3D [D50 = 200mm]
75
0
2.7m
RC
ENERGY DISSIPATOR LENGTH = 3D x 0.900 = 2.7m
P
SW
5
1
CHASE OUTLET TO IL2.4 IN EXISTING
GULLY & PROVIDE ROCK & PRESS
ROCK INTO INVERT OF DRAIN WITH
EXCAVATOR BUCKET. PLACE
2.85m
GEOTEXTILE OVER THE ROCK & PIN AS SHIFT EXISTING
DIRECTED BY SUPERINTENDENT FH WHEN DOING
LIVE WORKS
NEW DN900 RCP SW AT 0.12%
CONNECTION
PROVIDE 2x100m2 KERB ADAPTORS
THROUGH VERGE TO BIO BASIN
P SW
7 5 RC
DN3
NEW
3
5
N
E
EW
R
FI
D
HO
H
N
S
75
U
FM
0
B S
RC
W S
AN
E CE
P
SW
N C
N
A STORMWATER SYSTEM 5 - ENERGY DISSIPATER DETAIL
DR
STORMWATER SYSTEM 5 - DETAIL PLAN SCALE 1:10 (A3)
SCALE 1:250 (A3)
IV
E
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 28 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 SCALE 1:250 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER OUTLET DETAIL PLAN SW28 E
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558 SHEET 2 OF 4 [STRUCTURE 1/5]
DATE 13-09-19 Barlow Shelley Consulting Engineers
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