Original source · versioned page text
Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
Very large file (16.7 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 16, section 1. The text section number identifies this passage in the reader.
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
AD 210
CUT -0.00 TO - 0.20m
2
55
TOW 10.534
.
10
FILL 0.00m TO 0.20m
FS
SE BOW 10.134
WS
FILL 0.20m TO 0.40m
7 TOW 10.911 DR
45
6
0.
60
FILL 0.40m TO 0.60m BOW 10.511
S1
.
28
10
TOW 10.835 1
98
.1
FS
FILL 0.60m TO 0.80m N
0.
11
00
BOW 10.366
10.8
FS
FILL 0.80m TO 1.00m 67 05 S1
3 N
0. 0 .4
S1
10.700
E (OH)
S1 D
RETAINING WALL
50.00 MAJOR CONTOUR 0.50m INTERVAL N N TOW 10.866
210 CONCRETE SLEEPER
BOW 9.800
TOW 10.868
3
MINOR CONTOUR 0.10m INTERVAL 92 RETAINING WALL DESIGN AND
87
EXISTIN
G INDU BOW 9.800 .7 CM
.
CERTIFICATION BY OTHERS
10
20.000 FINISHED SURFACE LEVEL
SHED STRIAL 11
FS
TOW 11.815 S
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:
19
88
SP115737
10
10.900
676m3
.6
BALANCE: .3
FS
11
1
S1
FS
NOTES: 7 6 N
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES. 0 0 .2
85
2. ASSUMED TOP SOIL STRIP 100mm THICK. 0. S1 9 3
3. EARTHWORKS QUANTITIES BASED ON COMPARISON S1 5 N .3
10.700
F 50 1
BETWEEN DESIGN SURFACE AND SURVEY SURFACE. SE .
0 S1
S1 N
NOTES: PEIR RETAINING WALL FOOTING TO N SE
DR
BELOW SEWER IN ACCORDANCE
1. FOR GENERAL NOTES REFER DRG C-00010.
43
2. FOR EROSION AND SEDIMENT CONTROL NOTES & WITH QDC MP1.4
0 .4 62
11
.7
S1 0
.9
STANDARD DETAILS REFER DRG C-00220.
S1
10
N
FS
TOW 10.850 N
BOW 10.319
7
11.00
9
0 .6
S1
ACTION
FFL 10.925 N
10.800
22
CONCRETE SLEEPER 0 .4
STR
RETAINING WALL DESIGN AND S1
N 10.900
5
CERTIFICATION BY OTHERS
92
0.
EET
1
FS
20 1 5 1
69
68
RP171235
0 .6 0.
.8
1
S1
10
DR DR 84
0 FS
FS
TOW 10.800
0.
N
1 2 4
BOW 10.655 35 S .3
0.9 F 10
1 S
S N
N 10.700
4
PEIR RETAINING WALL FOOTING TO
72
10.600
.
10
BELOW SEWER IN ACCORDANCE
FS
WITH QDC MP1.4 7 9
TOW 10.715 4 36
10.0
.2 0.
53
BOW 10.137 0 DR
.5
S1 S1
10
0
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
CLIENT PROJECT DRAWING
APPROVED DRAWN JW
CHARLES COOK STATUS FOR APPROVAL
ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES EARTHWORKS SITE PLAN N
RPEQ DESIGN JW
APPROVED DATE 0m 5 10 PROJECT NO. DRAWING NO. REV NO.
30.10.24 CHECK CC 4 LEO ALLEY RD, W E
A ISSUED FOR APPROVAL 30.10.24 CC A1 1:200
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00200 A
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
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: JESSWARD(2024-10-30) Last Plotted: 2024-10-30
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00200.DWG
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.