Council archive · source document
Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
-
NOOSA COUNCIL
ROAD C
ROAD C
APPROVED PLAN
OPW20/0145 17 DEC 2020
ROAD C 0.2m 0.3m 0.95m 0.5m
1
62
.
L7
R
PROVIDE BARRIER KERB (B1
FP
TYPE) WITH CUT-OUT AS SHOWN
W
N EW
E
DN 3 ON PLAN 1856-SW19
N
150mm EXTENDED DETENTION
IL5 .8 75 R
5 CP
SW
FOR ROAD C BIORETENTION
EXTENDED DETENTION
IL6.0 BASIN AREA=10m2
0 WSL 7.37m (AHD)
SAG CH34.59 (KERB SAG) IL7.430
LIP RL7.47
B
SW20
DN100 SLOTTED PVC NEW FOOTPATH
SUBSOIL PIPE 1:2
>
<1: 2
NEW
DN 1 B BIO BASIN RL7.22 NEW OD180 PE100 WM
50 u SW20
PVC
SN8 IL6.96
0.9m
8
FILTER IL6.32
.7
L7
R
FP
W
E
1.6m
N
INTO GRATED PIT. GRADE AT 0.5%
BIO-RETENTION BASIN 2 - DETAIL PLAN BIO-RETENTION BASIN 2 - SECTION B
SCALE 1:250 (A3) SCALE 1:50 (A3)
PLACED LAYER/ROW OF 150MINUS ROCK ON
600x900 RC PRECAST BIDUM A14 GEOFABRIC AT BASE OF CHUTE.
0.150m STORMWATER INLET PIT 150mm THICK GROUTED WRAP GEOFAB UNDER CONCRETE SPILLWAY.
0.15m
EXTENDED WITH RAISED GRATE; PLACED LAYER/ROW OF 150MINUS ROCK ON STONE PITCHING PLACED ROCK TO SIT ABOVE SPILLWAY FSL
DETENTION REFER TO DETAIL BIDUM A14 GEOFABRIC AT BASE OF CHUTE.
WRAP GEOFAB UNDER CONCRETE SPILLWAY.
FILTER MEDIA SL7.22 PLACED ROCK TO SIT ABOVE SPILLWAY FSL
DEPTH: 0.9m
0.6m DEEP FILTER MEDIA LAYER PROVIDE RAISED STONES BIORETENTION BASIN
FOR ENERGY DISSIPATION
0.1m DEEP TRANSITION LAYER
0.2m DEEP DRAINAGE LAYER 150mm THICK CONCRETE SL62
REINFORCING, 50mm TOP COVER
0.5% (MIN) 1.0m CLEAR
DRAINAGE PIPES BASE SLOPE
OUTLET PIPE DN375 PROVIDE LOCKING C.I. CAP TO EXTEND
(TYP) FUNCTION OR SECURE APPROX. 150mm ABOVE
IL6.00
CAP WITH SCREWS BASIN SURFACE
R0.3 FLARE
BIO-RETENTION BASIN 2 - INLET
NOT TO SCALE 1:2
> :2
SUBSOIL DRAIN CLEANOUT - PVC PIPE <1
TEMPORARY TURF (NON SLOTTED) AND CONNECTOR
CLEANOUTS AT HEAD OF SUBSOIL BACK KERB
BELOW.
DRAIN
150mm THICK CONCRETE SL62
50mm TOP SOIL
REINFORCING, 50mm TOP COVER
GOETEXTILE FABRIC INVERT B1 BARRIER KERB & CHANNEL
WRAPPED OVER COMPLETE
FILTER MEDIA
BIDUM A14
CLEANOUT POINT DETAILS 1.0m
BIORETENTION BASIN NOT TO SCALE
REFER TO TYPICAL UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR KERB LIP
CROSS SECTION. APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
SECTION PLAN
PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
KERB OPENING DETAIL KERB OPENING DETAIL
SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
TEMPORARY COVER DETAIL WATERTIGHT SEAL. NTS NTS
NOT TO SCALE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1856
A 13-09-19 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 20 OF 30
0 2.5 5 7.5 10 12.5m
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
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW20 F
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
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