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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
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EXISTING LEGEND SACRIFICAL TURF LAYER INCLUDING A14
SUBJECT PROPERTY BOUNDARY BIDM FOR EASE OF REMOVAL OF TURF AT
4.00 MAJOR CONTOUR "OFF MAINTENANCE"
MINOR CONTOUR MACROPHYTE PLANTING TO CM
DR
SEWER MAIN DN150 AC FILTER MEDIA SURFACE
WATER MAIN DN150 AC SUBSOIL CLEAN
U/G TELECOMMS
900x900 FEILD INLET OUT POINT
EXTENDED DETENTION
O/H ELECTRICITY DEPTH 300mm
0.50
STORMWATER
0.30
FENCE
PROPOSED LEGEND 11.500
10.700 11.400
DWELLING 700mm FILTER MEDIA (BASIN A) REMOVE LINTEL AND
CONVERT TO VEE GRATE
500mm FILTER MEDIA (BASIN B)
BIO RETENTION BASIN 3/B 400
2/B 11.
RETAINING WALL DR
100mm TRANSITION LAYER 00
10
STORMWATER
LEO AL .5
.7
LEY RO
00
11
11.
ACO DRAIN 200mm DRAINAGE LAYER E (OH)
10.50 AD
5 00
50.00 MAJOR CONTOUR 0.50m INTERVAL 0
OUTLET PIPE
MINOR CONTOUR 0.10m INTERVAL
600
0.
11
SE 1
.4
4/A WS
00
11.200
SLOTTED PIPES AT 0.5% FALL DR
10.20 0 0
10.00 0 .3
TYPICAL DETAIL - BIO-RETENTION FILTER MEDIA 0 11
9.800
SCALE 1:25 10.800
5/A 1/B 11
10.900 11 .300 E (OH)
NOTE: 11..200
10.500
11. 100
10.800
10.
1. BASIN BASE TO GRADE AT MIN 0.5% BIO BASIN A 000
10.900
10.900
28m2 FILTER MEDIA AREA,
500
EXISTIN CM
2. BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH IPWEA STD DRGG INWSUD
DU 001-004 48m2 SURFACE AREA 10.900
3. SHED STRIAL
PLANTING IN ACCORDANCE WITH LANDSCAPE DRAWINGS AND SPECIFICATIONS
4. BIO-RETENTION TO BE IN ACCORDANCE WITH HEALTHY LAND & WATER
11.00
BIO-RETENTION TECHNICAL DESIGN GUIDELINES (OCT 2014)
CP FFL 10.925
SP115737
10.900
10.900
.200
RP BDY
.3
.4
.5
.1
11.0
.600
11
11.
11.500
600
11.5
11
10.900
.80
900
.9
00
11.800
11.900
11.
12
12.0
0
00
.8
.100
11
00
DESIGN SURFACE SE
0.35 0.30
SE
3/A 10.900
CP DR
SP137629 CARPARK
10.900
0.15
0.52
2/A
10.700
1/A
10.
10.
10.800
10.900
600
500
10.900
BIO SWALE
EXISTING SURFACE
11.00
ACTION
FFL 10.925
SECTION B
10.900
SCALE 1:20 210
10
10.900 10.8
00.800
.9
STREET
.600
00
10.500
1/D 10 0 0
10.7
10
10.5
.90
RP BDY
800
900
10.8
10.900
0
10.900 10.
10.
00
EXISTING SURFACE
20
RP171235
10.800
DR DR .800
EMT1M0
0.35
MCH4540
0.97
10.700
10.100 10.700
10
0.39 1.20
1/C 2/C
.3
00
10.200 10.600
MAX 1 IN 4 BATTER 10.000
10.0
DR
10.2000
0
DESIGN SURFACE
10.10
10.100
0.70
CP BIO BASIN SWALE 0.5%
GRADE, 0.15m DEPTH DR
SP137629
CM
BIO BASIN A CONNECT TO EXISTING
MANHOLE
0.10
10.000
EXISTIN
G INDU
0.20
SHED STRIAL
SECTION A
SCALE 1:20 210
CLIENT PROJECT DRAWING
APPROVED DRAWN JW
CHARLES COOK STATUS FOR APPROVAL
ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES STORMWATER PLAN N
RPEQ DESIGN JW 0m 0.5 1
APPROVED DATE PROJECT NO. DRAWING NO. REV NO.
30.10.24 CHECK CC 4 LEO ALLEY RD, W E
A1 1:20
A ISSUED FOR APPROVAL 30.10.24 CC 0m 5 10
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00400 A
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES A1 1:200
This work is copyright and cannot be reproduced
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REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
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