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19553-C1000_[B]-DG-CLC_[B] Civil Engineering Drawings
Attached to the e-mail 19553 - 125 Lake Macdonald Drive - Response to information request - OPW20/0051 - Email 1 of 2.
Original PDF page 7, section 2. The text section number identifies this passage in the reader.
(EV)
RAL 19/0018
VTP 435.000 RL 115.140
440 115.040 115.046 -0.006
-2.000%
28.637m
448.637 114.867 114.893 -0.026
NOOSA SHIRE COUNCIL
3.0%
3.0%
LAKE MACDONALD DRIVE
RL DATUM
OS -2.518 OS -2.475
VERT DATUM
RL 117.000 (KL) RL 117.879 (KL)
RURAL RESIDENTIAL SUBDIVISION
AHD
-3.0%
-3.0%
HORIZ DATUM GDA94 / MGA Z56
8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407
-3.0%
-3.0%
HOR SCALE 1:1000
E 491658.619
E 491662.544
N 7079338.598
N 7079347.796
OS +2.475 OS +2.475
RL 117.002 (KL) RL 117.879 (KL)
CHAINAGE
Drawing Title
DATUM R.L. 100.00
DESIGN LEVEL
VERTICAL GRADE LENGTH
EXISTING LEVEL
LEVEL VARIANCE
VERTICAL GEOMETRY GRADE
HORIZONTAL CURVE DATA (m)
VERTICAL CURVE RADIUS (m)
VERTICAL CURVE LENGTH (m)
0
ON CONTROL LINE
ON CONTROL LINE
3.0%
3.0%
10
0 112.185 112.185 0.000
OS +6.750 OS +6.750 3.719m -2.891%
20
RP RP RP RP RP RP 0.300m -10.000% VIP 3.719 RL 112.077
RL 117.222 (EV) RL 118.099 (EV) SAG 4.019 RL 112.047
9.376 112.276 112.419 -0.142 6.650m 2.500% VTP 6.294 RL 112.104
VIP 10.669 RL 112.214
30
R 50
VTP 15.044 RL 113.089
20 114.072 115.643 -1.571 VTP 18.047 RL 113.689
VCL 8.75
R-20
40
25.644 115.089 116.599 -1.511
& ROAD 2 CROSS SECTIONS
ROAD 1 & 2 LONG SECTIONS
29.578m
20.000%
30 115.782 116.795 -1.013
MEASUREMENT BAR - INCREMENTS IN mm
50
40 117.076 117.529 -0.453
VIP 40.247 RL 118.129
60
R 240
VCL 44.4
HOR SCALE 1:1000 VER SCALE 1:200
50 117.953 118.783 -0.830
3:1
60 118.413 119.630 -1.217
4:1
VTP 62.447 RL 118.462
1.500%
42.083m
ROAD 2 LONGITUDINAL SECTION
70 118.576 119.381 -0.806
80 118.726 119.169 -0.443
Scale
Sheet
82.331 118.761 119.059 -0.298
Drawing Number
7 of 17
AS SHOWN
19553-C1201
DATUM 115.5
DATUM 115.0
CH 40
CH 50
B
A1
Revision
Sheet Size
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