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Civil engineering plans · MCU18/0120.01
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BIORETENTION BASINS
AT 5 TAYLOR COURT, COOROY
FOR HASS HOLDINGS
JOB No. 1941
BR
UC
E
HO HI
LT GH
S W
RO AY
AD
SCHEDULE OF DRAWINGS
DWG DESCRIPTION
1941-R01 Locality Plan & Schedule Of Drawings
TA 1941-R08 Bioretention Basin Layouts
YL
OR 1941-R09 Bioretention Details
CO
UR
T
SITE LOCATION.
PROPERTY DESCRIPTION
LOT 5 on SP197517
TAYLOR COURT, COOROY
Site Area (Total Lot) = 1.054 Ha
PSM (190989)
MGA94 EASTING: 491518.088m
MGA94 NORTHING: 7076057.771m
HEIGHT: 120.402m
LOCALITY PLAN
NOT TO SCALE
CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED
WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE
a:\1941-holt rd, cooroy\acad civil opw\1941-opw.dwg
COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE OF
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED BIORETENTION BASINS 1941
A 04-11-19 FOR APPROVAL MS CL 5 TAYLOR COURT, COOROY
DATUM AHD SHEET: 1 OF 6
FOR HASS HOLDINGS
DESIGN MS
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN MS NOT TO SCALE Director: CAMERON LANDRETH
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285 R01 A
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE 04-11-19 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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Page 2
W
T
E
S
//
T T
W W
E T W E
S
SW
T W E
W
// T
//
S
EM E W E
TD S
E
SP //
19
//
75 S // / /S S
SW
17
S
//
S
//
//
TO
// NOTE:
W
SW
//
//
12
25
20. // BIORETENTION BASIN DRAWINGS 1941-R08 AND 1941-R09
0.2
S
W1 // PREPARED BY BARLOW SHELLEY CONSULTING ENGINEERS
5x
TO BIORETENTION O
xT // ARE TO BE READ AS AN ADDENDUM TO APPROVED CIVIL
BASIN #1 DRAWINGS [Ref: 18-0165] PREPARED BY HR DESIGN
EMT E SP197517
SW
//
BIORETENTION BASIN #1
BIO PIT #1: 900x900 TYPE 1 FIELD
//
BUILDING B FSL AT TOP OF WALL TYP. INLET PIT AS PER IPWEAQ DS-050
SL 119.30
SW
RL119.86m AHD
x TO IL 117.54
W1
//
19.8
4
//
SW
TO PER APPROVED DESIGN -
W1
20. SPACING TYP. 0.8m CRS
//
05
x
SW
BIORETENTION BASIN #1 - FSL 119.0
//
BIORETENTION BASIN #1
//
FSL AT TOP OF WALL TYP. x TO
SW
W1
RL119.86m AHD 19.6
//
4
BIORETENTION BASIN #2 - FSL 118.4
TO
W1
SW
20.
//
05
x BIO PIT #2: 900x900 TYPE 1 FIELD
CONCRETE BLOCK RETAINING
//
INLET PIT AS PER IPWEAQ DS-050
WALL (DESIGN AS PER xT SL 118.70
SW
APPROVED DRAWING OW
BUILDING A 11 IL 116.96
18-0165-C01 BY HR DESIGN) - 9.4
4
MAX 3m HIGH
//
SW
//
BIORETENTION BASIN #2
//
xT
SW
OW
11
9.2
4
SW
FSL AT TOP OF WALL TYP.
RL119.86m AHD xT
OW
A 11
9.2
R09 4
SW
BIORETENTION BASIN #3 - FSL 117.8
SW
BIORETENTION BASIN #3 BIO PIT #3: 900x900 TYPE 1 FIELD
INLET PIT AS PER IPWEAQ DS-050
SW
SL 118.10
TO BIORETENTION IL 116.45
LOT 5 BASIN #3 LOT 6
TO
SP197517 W1 0 SP197517
20. 8.4
05 11
x OW
xT
LOT 7
SP237587
R09
B
BIORETENTION BASIN PLAN
SCALE 1:300
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED BIORETENTION BASINS 1941
A 28/09/2020 FOR MINOR CHANGE APPROVAL CL CL 5 TAYLOR COURT, COOROY
DATUM AHD 0 3 6 9 12 15m SHEET: 3 OF 6
FOR HASS HOLDINGS
DESIGN CL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN CL SCALE 1:300 A3 Director: CAMERON LANDRETH
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285 R08 A
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE 28/09/2020 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Page 3
BALUSTRADE / FENCE TO TOP OF WALL
TOW 120.05
F.S.L.
50mm CANE MULCH AND JUTE NETTING
RP BOUNDARY
PROVIDE LOCKING C.I. CAP TO EXTEND
TO BATTER AND FILTER SURFACE FOR
FUNCTION OR SECURE APPROX. 150mm ABOVE
ESTABLISHMENT PERIOD
CAP WITH SCREWS BASIN SURFACE
MACROPHYTE PLANTING TO
FILTER MEDIA SURFACE. (REFER
LANDSCAPE PLANS)
300mm EXTENDED
SUBSOIL DRAIN CLEANOUT - PVC PIPE
DETENTION DEPTH
0.3m
(NON SLOTTED) AND CONNECTOR
TOW 118.40 CLEANOUTS AT HEAD OF SUBSOIL
N.G.L.
DRAIN
BIDIM GEOFABRIC LINING TO BASE AND SIDES.
PINNED TO WALL AND FOLDED BACK TO FILTER
FILTER SURFACE RL 117.80 MEDIA AS SHOWN (REFER IPWEAQ-WSUD-001 DETAIL)
BIORETENTION BASIN
0.50m DEEP SANDY LOAM FILTER MEDIA CLEANOUT POINT DETAILS
0.10m DEEP COARSE SAND LAYER IN ACCORDANCE WITH IPWEA DS -70
RL117.00 0.2m DEEP 5mm NOMINAL GRAVEL DRAINAGE LAYER
NOT TO SCALE
UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR
APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
SECTION A PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
SCALE 1:100 R08 FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
WATERTIGHT SEAL.
A
100 300 300 100
GEOFABRIC SKIRT TO PERIMETER M12 NUT AND L.S. WASHER
50
100
75
OF OVERFLOW RISER PIT
PIT SURFACE LEVEL
ELEVATED GRATE AS PER IPWEAQ 300mm EXTENDED
135
100
150
DS-050 TYPE 1 (NO CONCRETE DETENTION DEPTH M12 GALV
0.3m
APRON SURROUND 600 BOLT 150 LONG
850
100 100
SECTION A-A EMBEDDED 115
A
BIORETENTION BASIN
0.50m DEEP SANDY LOAM FILTER MEDIA PLAN
0.10m DEEP COARSE SAND LAYER GRATE OMITTED FOR CLARITY
0.2m DEEP 5mm NOMINAL GRAVEL DRAINAGE LAYER
RAISED GRATE
N.T.S.
BIORETENTION BASINS
BIORETENTION BASINS
BIO OVERFLOW RISER DETAIL
SCALE 1:100 1v:3h VEGETATED BATTER
TOW 120.25
TOW 119.40
RL119.20 RL119.00
RL 118.40
TOW118.40 CONCRETE BLOCK RETAINING
RL117.80
WALL (DESIGN AS PER APPROVED
DRAWING 18-0165-C01 BY HR
DESIGN) - MAX 3m HIGH
SECTION B
SCALE 1:200 R08
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED BIORETENTION BASINS 1941
A 28/09/2020 FOR MINOR CHNAGE APPROVAL CL CL 5 TAYLOR COURT, COOROY
DATUM AHD SHEET: 3 OF 6
FOR HASS HOLDINGS
DESIGN CL
AS NOTED
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN CL
Director: CAMERON LANDRETH
DESIGN CHECK CL (RPEQ 19358) 07 5443 8285 R09 A
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE 28/09/2020 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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