Council archive · source document
220508 - Engineering Drawings ISSUE E · OPW23/0179
Very large file (13.5 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
0 5.2
) 2004
) 2004
B99 (R=6.3m
B85 (R=5.8m
2
30
30 -0.
-0.
-0.30
'LOW CLEARANCE 2.2m'
4 -0.
2 8 0.95 3.05 SIGN TO BE FIXED TO
-0. FACE OF SLAB OVER
28
-0.30
-0.
1 4
1 4 B99 Vehicle (Realistic min radius) (2004)
-0. Overall Length 5.200m
-0.11 Overall Width 1.940m
6 4
Overall Body Height 1.878m
B85 AND B99 TURN 0.0
0.0 Min Body Ground Clearance 0.272m HEADROOM MIN. 2.2m AS
PER AS2890.1 SECTION 5.3
PATHS WITH 300mm 3 Track Width 1.840m
CLEARANCE ENVELOPE Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
8 4.91
2.20m
10
0.92 2.8
12 CRITICAL HEADROOM - BASE OF RAMP
B85 Vehicle (Realistic min radius) (2004) SCALE 1:50 @ A3
1.8
5
Overall Length 4.910m
5 1.9 Overall Width 1.870m
1.8 6 Overall Body Height 1.421m
1.9
6 Min Body Ground Clearance 0.159m
14 Track Width 1.770m
Lock-to-lock time 4.00s B99 AND B85 (LOW CLEARANCE)
2.16 Curb to Curb Turning Radius 5.750m VERTICAL CLEARANCE MODELS
2.1
6
16
FFL = RL 2.700
B85 (LOW CLEARANCE)
GROUND CONFLICT MODEL
80mm MIN. AT FLOOD BUND 2.41
2.2
5
2.4
1
B
DRIVEWAY AND 18
RAMP CONTROL
LINE A
2.77% 0.00% 12.50%
16.70% 24.99% 16.70% 8.88% 0.00% -9.30% 0.00%
-6.68% -4.22% 0.16% -5.08%
-1.10% -2.85% -1.76% -8.26% -0.01%
-7.41%
-5.74%
-9.64%
GEOMETRIC GRADELINE
20
B
-0.311
-0.300
-0.300
-0.300
-0.287
-0.157
0.019
0.269
0.519
0.769
2.333
2.182
2.183
2.185
2.052
2.035
2.018
2.196
2.296
2.400
2.400
2.400
2.400
2.256
2.250
2.250
2.239
2.197
2.168
2.147
2.118
2.090
2.070
2.017
1.019
2.384
1.973
1.692
1.625
1.268
1.518
1.768
1.890
1.808
1.750
CONTROL LINE LEVELS
26
22
24
A 0.09m
2.203
2.252
2.251
2.225
2.182
2.179
2.161
2.091
2.063
2.052
2.022
1.772
2.198
2.186
2.148
2.126
2.044
1.692
1.891
1.808
1.626
1.974
1.750
2.25
2.25 EXISTING SURFACE
3
1 2.3
2.4
CHAINAGE
43
45
41
42
46
46
21
22
23
25
31
32
33
35
39
40
44
26
27
28
29
30
36
37
38
11
12
13
15
19
20
24
34
10
16
17
18
14
9
0
0
2
3
4
5
7
8
6
1
0.08m
DRIVEWAY & BASEMENT RAMP PLAN DRIVEWAY & BASEMENT RAMP LONG SECTION
2.
24
SCALE 1:200 @ A3
SCALE 1:100 @ A3
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM D
E
C
FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME Dale Martin PROPOSED DUAL OCCUPANCY DRIVEWAY AND
STATUS
DRAWING
NUMBER 06
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE BASEMENT ACCESS JOB
NUMBER 220508
DATE
25/02/24
A SEP 23 FOR APPROVAL DM VERTICAL DATUM
ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
NOOSAVILLE, QLD, 4566 DETAILS ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY AHD Phone: 0438 157 612 Email: [email protected]
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
220508 - Engineering Drawings ISSUE E.pdfRelated documentApplication case desk ↗
About this file
- File size
- 13.5 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.