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Consolidated Endorsed Amended Plans - MCU24 0141 & OPW24 0184 (As Published)
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EXISTING LEGEND
SUBJECT PROPERTY BOUNDARY
4.00 MAJOR CONTOUR
MINOR CONTOUR
SEWER MAIN DN150 AC
CM
WATER MAIN DN150 AC DR
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
PROPOSED LEGEND 11.500
MATCH NEATLY TO 10.700 11.4
CONCRETE DRIVEWAY CROSSOVER 00
3.60m WIDE CROSSOVER. EXISTING PAVEMENT
DRIVEWAY AND CROSSOVER TYPE A
INTERNAL CONCRETE DRIVEWAY REPLACE KERB AND CHANNEL TYPE
IN ACCORDANCE WITH IPWEA RS-051 400
INTERNAL CONCRETE DRIVEWAY M1 MATCHING NEATLY TO EXISTING 11.
1.80
(CONTRASTING COLOUR PATH DELINEATION) DR
0
10
LEO AL 50
.7
.
CONCRETE PATH
LEY RO
00
11
11.
E (OH)
10.50 AD
500
6.00 0
DWELLING
ACO K200 GRATED
00
LANDSCAPE DRAIN BOLT DOWN 3.60 .6
10
11
SE
.4
STORMWATER (OR APPROVED EQUIVALENT) WS
00
11.200
50.00 MAJOR CONTOUR 0.50m INTERVAL DR
MINOR CONTOUR 0.10m INTERVAL 0
300mm x 300mm BUNDED BIN WASH DOWN SUMP. 10.20 0
RETAINING WALL
PROVIDE HOSE COCK AND CONNECT WASTE TO 10.00 0 .3
20.000 SURFACE LEVEL 0 11
SEWER. REFER HYDRAULICS PLANS FOR DETAILS 9.800
3% CROSSFALL/SLOPE 2.50 10.800
11
10.900 11 .300 E (OH)
NOTES: 11 .200
1.20
10.500
1. FOR GENERAL NOTES REFER DRG C-00010. 11..100
10.800
10.
000
10.900
10.900
2. FOR CONCRETE DRIVEWAY AND FOOTPATH COLOURS &
500
FINISHES REFER TO LANDSCAPE ARCHITECT PLANS CM
8x MOTORBIKE PARKS IN 10.900
ACCORDANCE WITH AS2890.1
11.00
NOTE:
PATHWAY TO BE CONTRASTING
COLOUR. REFER TO LANDSCAPE CP FFL 10.925
SP115737
ARCHITECT PLANS FOR DETAILS.
10.900
10.900
.000
.2
.3
.4
11.5
.1
.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
NOTE: .8
.100
ALL DISTURBED AREAS IN THE VERGE TO BE 11
00
SE
TOP SOILED AND TURFED ON COMPLETION.
FOR SUBJECT SITE TURF, PLANTING AND 10.900
SE
STABILISATION REFER TO LANDSCAPE DR
ARCHITECT PLANS. 10.900
EXTENT OF SEWER AND 6.00m WIDE CROSSOVER.
1.00
STORMWATER EASEMENT DRIVEWAY AND CROSSOVER TYPE A
10.700
10.
IN ACCORDANCE WITH IPWEA RS-051
10.
10.800
6.00
10.900
600
500
MATCH NEATLY TO
10.900
EXISTING PAVEMENT
11.00
WATER CONNECTION DETAIL
ACTION
REFER TO SEWER, WATER
FFL 10.925
AND HYDRAULIC PLANS
3.00
NOOSA COUNCIL
10.900
ENDORSED PLAN
10
10.900 10.8
00.800
.9
STREET
.600
00
10.500
10 00
10.7
10
MCU24/0141 & OPW24/0184
10.5
.90
800
00
10.8
10.900
0
9
10.
24 JUNE 2025 10.900
10.
1.00
00
2.60
BOLLARD IN
20 TYP.
RP171235 ACCORDANCE
WITH AS2890.6 10.800 6.00m WIDE CROSSOVER.
DR DR .800 DRIVEWAY AND CROSSOVER TYPE A
EMT1M0 2.60 IN ACCORDANCE WITH IPWEA RS-051
5.40
TYP.
MCH4540
6.00
2.60 TYP.
2.50 MATCH NEATLY TO
10.700 2.60
EXISTING PAVEMENT
10.100 10.700
5.40
TYP.
10
.3
00
10.200 10.600
PROPOSED TREATMENT
10.000
10.0
SWALE PWD PARKING LINEMARKING IN REPLACE KERB AND CHANNEL TYPE
DR
ACCORDANCE WITH AS2890.6 10.2000
0
DRIVEWAY M1 MATCHING NEATLY TO EXISTING
10.10
ASSUMED 50mm LEVEL 10.100 CP
CHANGE 25mm STEP & 25mm DR
SP137629
RAMP TO GARAGE EDGE CM
UNIT
10.000 EXISTING SEWER HOUSE
1% (VARIES)
CONNECTION REFER TO
DRG C-00501 FOR DETAILS CONVERT EXISTING STORMWATER MANHOLE.
REPLACE TOP WITH CONVERTER
SLAB AND 900X900 GRATED INLET
TYPICAL DRIVEWAY CROSS SECTION
SCALE 1:50
APPROVED CLIENT PROJECT DRAWING
DRAWN JW STATUS APPROVAL PLAN AMENDMENTS
CHARLES COOK ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES DEVELOPMENT SITE PLAN N
C APPROVAL PLAN AMENDMENTS 29.04.25 CC RPEQ NO: 8480 DESIGN JW
B RESPONSE TO RFI 12.12.24 CC APPROVED DATE 0m 5 10 PROJECT NO. DRAWING NO. REV NO.
CHECK CC 4 LEO ALLEY RD, W E
29.04.25
A ISSUED FOR APPROVAL 30.10.24 CC A1 1:200
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00301 C
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
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Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00301.DWG
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