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6.5.22 - Flooding Report 5 may
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Original PDF page 28, section 2. The text section number identifies this passage in the reader.
75
12.
.75
12.7
12
5
R
9.0
12.25
12.5
13
12
12.5
12.25
5 LOT 2 LOT 5
.7
12 ACCESS ACCESS
FLOOD DEPTH GAUGE LOCAL RURAL ROAD
REFER TYPICAL CROSS SECTION
EXISTING DRAIN
5
LOTS 3 & 4 ACCESS
12.2
FLOOD RELIEVING CULVERTS RURAL TYPE ACCESSES SHALL BE IN ACCORDANCE
12
12
WITH NOOSA COUNCIL'S STD DRG RS-056
.75
AS PER FLOOD ASSESSMENT REPORT
5
12.7
12.5
5
13
12.2
VIP 298.652 RL 13.897
VIP 2.569 RL 13.778
VTP 5.000 RL 13.723
VIP 10.000 RL 13.610
VTP 15.000 RL 13.560
VTP 240.000 RL 13.310
VTP 40.000 RL 13.310
SAG 139.999 RL 12.810
VIP 140.000 RL 12.310
JOIN NEATLY
TO EXISTING
GLENRIDGE DRIVE
FLOOD RELIEVING CULVERTS
2.569m -2.247%
VERTICAL GRADE DATA -2.260% -1.000% 1.000%
7.431m 130.000m 158.653m
VERTICAL CURVE DATA VCL 10 VCL 200
R 793.7 R 10000
HORIZONTAL CURVE DATA R-97.5
DATUM R.L. 10.00
EXISTING LEVEL
13.778
13.419
13.830
13.544
13.691
13.680
13.433
13.199
12.467
12.453
12.424
12.353
12.222
12.182
12.065
11.734
12.118
12.141
12.110
12.111
12.212
12.278
12.442
12.846
12.681
12.832
12.799
12.842
12.777
12.838
12.802
12.844
12.878
ON CONTROL LINE
\\tod-fs02\dropbox\2021\21598SD2_Glenridge Drive - Subdivision\4.CADD\#ACAD\1-RAL\21598_CIVIL_RAL.dwg
DESIGN LEVEL
13.836
13.778
13.626
13.510
13.410
13.310
13.215
13.130
13.055
12.990
12.942
12.935
12.890
12.855
12.830
12.815
12.810
12.815
12.830
12.855
12.857
12.890
12.935
12.990
13.055
13.130
13.215
13.310
13.410
13.510
13.610
13.710
13.807
13.897
ON CONTROL LINE
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
0
170.526
289.652
298.652
2.569
10
20
30
40
50
60
70
80
90
88.552
CHAINAGE
NEW ROAD LONGITUDINAL SECTION
HOR SCALE 1:500 VER SCALE 1:50
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with
PLANNERS
Pivotal Perspective MARK BAIN JF DR
RURAL RESIDENTIAL SUBDIVISION ROADWORKS & DRAINAGE DETAILS AS SHOWN See the original
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