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Civil Engineering Plans
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Plans and drawings
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Log in to see the plans as drawn LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
OFFSET
OFFSET
OFFSET
DATUM RL 107.000
DATUM RL 107.000
DATUM RL 106.900
EXISTING SURFACE
FINISHED SURFACE
EXISTING SURFACE
FINISHED SURFACE
EXISTING SURFACE
FINISHED SURFACE
-3.010 109.827 -2.601 109.900 -2.533 109.746
-2.010 109.823 109.823 Lint -1.601 109.917 109.917 Lint -1.533 109.749 109.749 Lint
STD RS-056
-2.000 109.823 109.821 LEB -1.500 109.919 109.942 LEB -1.500 109.749 109.741 LEB
0%
0%
0%
0.000 109.821 109.821 DWAY 0.000 109.943 109.942 DWAY 0.000 109.749 109.741 DWAY
MAX
1V:4H
0%
0%
0%
PROVIDE MINIMUM 125mm
CH 1.812
1.500 109.950 109.942 REB 1.500 109.731 109.741 REB
CH 20.000
CH 40.000
BASE WITH 2 COAT BITUMEN
2.000 109.818 109.821 REB
COMPACTED TYPE 2.1 GRAVEL
1.527 109.949 109.949 Rint 1.541 109.731 109.731 Rint
SEAL IN ACCORDANCE WITH NSC
2.013 109.818 109.818 Rint
2.527 109.880 2.541 109.718
SCALE 1:500
3.013 109.814
SCALE 1:20
GRADE VARIES
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
LEVEL
OFFSET
OFFSET
OFFSET
CL
OF ROAD
DATUM RL 106.500
DATUM RL 106.100
DATUM RL 106.000
EXISTING SURFACE
FINISHED SURFACE
EXISTING SURFACE
FINISHED SURFACE
EXISTING SURFACE
FINISHED SURFACE
DRIVEWAY CROSS SECTIONS
-2.540 109.619 -2.621 109.253 -2.641 109.185
-1.540 109.590 109.590 Lint -1.621 109.222 109.222 Lint -1.641 109.154 109.154 Lint
GRADE VARIES
1%
1%
1%
-1.500 109.589 109.580 LEB -1.500 109.218 109.192 LEB -1.500 109.149 109.118 LEB
TYPICAL PAVEMENT SECTION
0.000 109.573 109.565 DWAY 0.000 109.172 109.177 DWAY 0.000 109.103 109.103 DWAY
-1%
-1%
-1%
1.500 109.556 109.550 REB 1.500 109.122 109.162 REB 1.500 109.057 109.088 REB
CH 60.000
CH 81.447
CH 80.000
1.900 109.552 109.350 RBB 1.900 109.105 108.962 RBB 1.900 109.045 108.888 RBB
MAX
1V:4H
2.100 109.556 109.350 RBB 2.100 109.096 108.962 RBB 2.100 109.036 108.888 RBB
2.500 109.567 109.550 RBT 2.500 109.079 109.162 RBT 2.500 109.019 109.088 RBT
2.578 109.569 109.569 Rint 2.902 109.061 109.061 Rint 2.836 109.004 109.004 Rint
TABLE DRAIN
TABLE DRAIN
TABLE DRAIN
3.578 109.581 3.902 109.018 3.836 108.961
SURFACE
NOM NATURAL
200
1V
:2H
400
MA
X
SCALE 1:20
200
*WHERE NOMINATED
TYPICAL TABLE
DRAIN SECTION*
TABLE DRAIN
CUT / FILL DEPTH
HORIZONTAL CURVE DATA
DATUM RL = 105.200
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)
CONTROL LINE CHAINAGE
EXISTING SURFACE LEVEL
FINISHED SURFACE LEVEL
Ø225 RC PIPE
0 109.833
1.81
VIP RL 109.821
-0.7%
1.813 0.000 109.821 109.821
SCALE 1:500
-3%
VIP RL 109.746
3%
4.312 -0.071 109.817 109.746 VIP RL 109.821
0.7%
VIP RL 109.844
6.812 -0.004 109.825 109.821 VIP RL 109.932
10 0.001 109.842 109.843
4.4% 0.1%
2.52.53.32 10.03
10.108 0.000 109.844 109.844
VIP RL 109.945
12.106 0.000 109.932 109.932
13.538 0.037 109.896 109.933
20 -0.001 109.943 109.942
28.92
-1.1%
22.14 0.000 109.945 109.945
DRIVEWAY LONG SECTIONS
30 -0.012 109.867 109.855
40 -0.008 109.749 109.741
49.575 -0.020 109.651 109.632 VIP RL 109.614
50 -0.014 109.641 109.627
51.064 0.000 109.614 109.614
22.8
-0.6%
60 -0.008 109.573 109.565
70 0.008 109.502 109.509
73.863 0.057 109.431 109.488 VIP RL 109.488
7.58
80 0.005 109.172 109.177
-5.1%
81.447 -0.000 109.103 109.103
FULL SIZE ON ORIGINAL
0
1
Title
Client
C25
10
Project No.
Designed By
Drawing No.
Project Name
Rev Date
BRP
20
COOROY
20210226
30
07 5211 1003
K. & J. HALSALL
40
Description
6 CEDAR STREET
Discipline
Drawn By
50
JAC
CIVIL
02/03/22 ISSUE FOR OP WORKS
PROPOSED SUBDIVISION
60
70
Scale
37 MARY ST NOOSAVILLE, QLD
Status
DO NOT SCALE, IF IN DOUBT ASK!
80
OP WORKS
RPEQ: 26443
10/03/2022
EA ID: 2557785
90
1
Revision
OP WORKS
[email protected]
ROAD AND DRAINAGE LAYOUT DETAILS
(at
AS INDICATED A3)
By Chk
JAC BRP
100 mm
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