Original source · versioned page text
Appendix 2 - Engineering Drawings ISSUE A
116.00
APPROVED
DESIGN - DM
DRAWN - DM
CHAINAGE
DEPTH FILL
DEPTH CUT
115.
0 5
EXISTING SURFACE
CONTROL LINE LEVELS
A
35 115.238 -0.22 0.22
Datum 110.000
ISSUE DATE
MAY 23
34 115.096 114.897 -0.20 0.20
115.
33 114.966 114.788 -0.18 0.18
00
DESCRIPTION
FOR APPROVAL
32 114.864 114.680 -0.18 0.18 115.00
BY
31 114.762 114.572 -0.19 0.19
DM
SCALE
30 114.659 114.463 -0.20 0.20
AHD
MGA56
VERTICAL DATUM
AS SHOWN
29 114.556 114.355 -0.20 0.20
HORIZONTAL DATUM
114.
50
28 114.438 114.247 -0.19 0.19
27 114.303 114.138 -0.16 0.16
26 114.168 114.030 -0.14 0.14
25 114.043 113.922 -0.12 0.12
114.
113.919 113.813
12% MAX G
24 -0.11 0.11
00
RADE
114.00
PROJECTS
DME
23 113.795 113.705 -0.09 0.09
Engineering - Design - Civil Project Services
22 113.671 113.614 -0.06 0.06
3.50
21 113.548 113.542 -0.01 0.01
113.
APPROVED
66
P.O. BOX 7481
20 113.436 113.472 0.04
Phone: 0438 157 612
SIPPY DOWNS, QLD, 4556
SCALE 1:100 @ A3
19 113.333 113.380 0.05
113.
Email: [email protected]
50
Dale Martin - RPEQ 16845
18 113.235 113.311 0.08
17 113.143 113.238 0.10
113.
113.
20
20
PROJECT
DRIVEWAY SECTION
16 113.062 113.162 0.10
113.
10
113.00
15 112.994 113.107 0.11
17 MYALL ST
14 112.953 113.019 0.07
COOROY, QLD, 4563 13 112.906 112.947 0.04
12 112.854 112.876 0.02
SCALE 1:100 @ A3
(INTERNAL TAPERS)
PROPOSED DRIVEWAY
112.799 112.822
WITH STD DWG RS-049
11 0.02
T
CROSSOVER IN ACCORDANCE
PROPOSED MULTIPLE DWELLING
10 112.745 112.758 0.01
112.
112.
67
T
SW
67
T
DRIVEWAY PLAN
SW W W W W W
9 112.689 112.689 0.00 0.00
W
W
112.
112.
SW
8 5
60
W SW
DRAWING TITLE
8 112.630 112.606 -0.02 0.02 SW
WM
T T T SW T T T
112.
T
112.
T
5
54
6
SW
T
7 112.567 112.566 0.00 0.00 SW
SW
6 112.504 112.517 0.01
DRIVEWAY DETAILS
5 112.414 112.446 0.03
4 112.323 112.375 0.05
JOB NUMBER
112.20
DRAWING STATUS
DRAWING NUMBER
3.50
3 112.231 112.300 0.07 SW SW SW
09
SW
112.
112.
SW
1
19
9
2 112.129 112.225 0.10
SW
230303
FOR APPROVAL
©DME Projects Pty. Ltd.
SW
112.
112.
SW
1 112.028 112.125 0.10
01
00
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