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Consolidated Endorsed Amended Plans - MCU24 0141 & OPW24 0184 (As Published)
Plans and drawings: the text below has words only, no drawings.
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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 REMOVE LINTEL AND RECONSTRUCT
EXISTING CHAMBER WITH TRAFFICABLE
PROPOSED LEGEND 'VEE' GRATE AND CLASS D GRATE. 11.500
10.700 11.4 00
DWELLING 700mm FILTER MEDIA (BASIN A)
500mm FILTER MEDIA (BASIN B)
BIO RETENTION BASIN 2/EX2 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
500
50.00 MAJOR CONTOUR 0.50m INTERVAL 0
MINOR CONTOUR 0.10m INTERVAL OUTLET PIPE 0
. 60
10
11
SE
.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 00
10.7
10
10.5
RP BDY
.90
FENCE REFER TO ARCHITECT
00
900
10.8
10.900
0
10.
8
PLANS FOR DETAILS 10.900
10.
00
FENCE REFER TO ARCHITECT
20
PLANS FOR DETAILS RP171235
10.800
DR DR .800
EMT1M0
MCH4540
EXISTING SURFACE
10.700
10.100 10.700
10
B
1/C
0.40
2/C
.3
00
10.200 10.600
0.97
10.000
10.0
DR
10.2000
0
10.10
0.39 1.20 10.100 CP BIO BASIN SWALE 0.5%
GRADE, 0.15m DEPTH DR
SP137629
CM
MAX 1 IN 4 BATTER
CONNECT TO EXISTING
DESIGN SURFACE MANHOLE
10.000
EXISTIN
G INDU
0.70
SHED STRIAL
BIO BASIN A
0.10
APPROVED PLAN
0.20
MCU24/0141 & OPW24/0184
SECTION A NOOSA COUNCIL
SCALE 1:20 210 2 APRIL 2025
APPROVED CLIENT PROJECT DRAWING
DRAWN JW STATUS FOR APPROVAL
CHARLES COOK ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES STORMWATER PLAN N
RPEQ NO: 8480 DESIGN JW 0m 0.5 1
B RESPONSE TO RFI 12.12.24 CC APPROVED DATE PROJECT NO. DRAWING NO. REV NO.
CHECK CC 4 LEO ALLEY RD, W E
A1 1:20
30.10.24 0m 5 10
A ISSUED FOR APPROVAL 30.10.24 CC
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00400 B
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
www.infinityce.com.au | ABN 72 677 371 532 S
REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
SHEET SIZE A1
Last saved by: XAVIERCOOK(2024-12-13) Last Plotted: 2024-12-13
Document Set ID: 23674841
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00400.DWG
Version: 1, Version Date: 04/04/2025
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