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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
TO BE REMOVED
PROPOSED LEGEND
CUT -0.80 TO - 1.00m
A
CUT -0.60 TO - 0.80m 210 C
CUT -0.40 TO - 0.60m DR
210
LEO AL
CUT -0.20 TO - 0.40m E (OH) LEY RO B
2
AD 210
CUT -0.00 TO - 0.20m
.55
10 TOW 10.534
FILL 0.00m TO 0.20m
SE FS BOW 10.134
WS
FILL 0.20m TO 0.40m
57 TOW 10.911 DR
.4
06
FILL 0.40m TO 0.60m 0 BOW 10.511
.6
S1
28
10
TOW 10.835 81
.1
FS
FILL 0.60m TO 0.80m N .9
11
00
BOW 10.366 0
10.8
FS
FILL 0.80m TO 1.00m 67 5 S1
0 .3 . 40 N
S1 10
10.700
E (OH)
RETAINING WALL
S D
50.00 MAJOR CONTOUR 0.50m INTERVAL N N TOW 10.866
210 CONCRETE SLEEPER
BOW 9.800
TOW 10.868
73
MINOR CONTOUR 0.10m INTERVAL 2 RETAINING WALL DESIGN AND
EXISTIN 79
.8
CM
G INDU BOW 9.800 1. CERTIFICATION BY OTHERS
10
20.000 FINISHED SURFACE LEVEL
SHED STRIAL TOW 11.815 S1
FS
F
BOW 10.827
EARTHWORKS QUANTITIES 1
11.00
88 TOW 11.681
0. BOW 10.857
EARTHWORKS CUT: 64m3 S1
25
CP FFL 10.925 N
741m3
.9
EARTHWORKS FILL: SP115737 9 88
10
31 1.6
10.900
BALANCE: 676m3
FS
1 1. S1
S F
NOTES: 76 N
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES. 0 .2
50
S1 3
.8
2. ASSUMED TOP SOIL STRIP 100mm THICK.
39
10
5 N
1.
FS
3. EARTHWORKS QUANTITIES BASED ON COMPARISON
10.700
0
BETWEEN DESIGN SURFACE AND SURVEY SURFACE. SE0.5 S1
S1 N
NOTES: PEIR RETAINING WALL FOOTING TO N SE
DR
1. FOR GENERAL NOTES REFER DRG C-00010. BELOW SEWER IN ACCORDANCE 3
WITH QDC MP1.4 44 62
2. FOR EROSION AND SEDIMENT CONTROL NOTES & 0.
11
7
1 0.
.9
STANDARD DETAILS REFER DRG C-00220. S
S1
10
N
FS
TOW 10.850 N
BOW 10.319
7
11.00
69
1 0.
ACTION
S
FFL 10.925 N
10.800
2 2
CONCRETE SLEEPER 0 .4
STREET
RETAINING WALL DESIGN AND S1
N 10.900
5
CERTIFICATION BY OTHERS 92
0.
FS1
20 15 69
1
68
6 0.
0.
RP171235
APPROVED PLAN
.8
1
S1
10
DR DR 84
0 FS
FS
TOW 10.800
0.
N
4
MCU24/0141 & OPW24/0184 BOW 10.655
0
1
35 S .3
.9 F 10
2
1 S
NOOSA COUNCIL N
S N
10.700
24
PEIR RETAINING WALL FOOTING TO
2 APRIL 2025 10.600
.7
10
BELOW SEWER IN ACCORDANCE
FS
WITH QDC MP1.4 7 9
TOW 10.715
24 36
10.0
0.
53
BOW 10.137 0. DR
.5
1 S1
10
0
S N E
FS
N
CP TOW 10.590 210 DR
SP137629 BOW 10.207 TOW 10.560
BOW 10.195 CM
PEIR RETAINING WALL FOOTING TO
BELOW SEWER IN ACCORDANCE
EXISTIN WITH QDC MP1.4
G INDU
SHED STRIAL
APPROVED CLIENT PROJECT DRAWING
DRAWN JW STATUS FOR APPROVAL
CHARLES COOK ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES EARTHWORKS SITE PLAN N
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
30.10.24
A ISSUED FOR APPROVAL 30.10.24 CC A1 1:200
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00200 B
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
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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Document Set ID: 23674841
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00200.DWG
Version: 1, Version Date: 04/04/2025
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