Original source · versioned page text
updated flood investigation
Very large file: it may take a few minutes
The original of this document is very large (19.7 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 22, section 2. The text section number identifies this passage in the reader.
ACCORDANCE
AS PER FLOOD ASSESSMENT REPORT REFER TYPICAL CROSS SECTION WITH NOOSA PLAN 2020 SC6.7.5 (n)
EXISTING DRAIN
5
12.2
LOTS 3 & 5
ACCESS
12
12
.75
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\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 A1
Designed Verified
the agreement between TOD
Consulting Pty Ltd (tc) and tc's
www.pivotalperspective.com.au
[email protected] CONSTRUCTIONS JF DR 60 GLENRIDGE DRIVE, COOROIBAH Drawing Number
21598-P002
client. This drawing shall only
Phone : 0406 334 227
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 47 RP860577
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
'Issued For Construction' in the
revision description.
A
Rev
08.12.21
Date
ORIGINAL ISSUE
Revision Description
JF
Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 08.12.21
ROL APPROVAL
OPW APPROVAL
-
-
VERT DATUM AHD
RL DATUM MEASUREMENT BAR - INCREMENTS IN mm A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.