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Civil Plans_19660_20260213_OPW_[A-B]
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6.0 ACCESS EASEMENT
EMT BDY
RP BDY
1.25 3.5 1.25 STRAIGHT VERTICAL SAW CUT
LOT 8 FIRE TRAIL ACCESS
RADIUS
KERB LINE
NOMINAL
WEARING SURFACE
CENTRE
1:4 BASE COURSE EXISTING
LE
LOT 9
VE
5.0% -5.0% PAVEMENT 275
L
1:4 SUB-BASE COURSE
ROAD
EDGE OF EXISTING 0.300 0.300 SETOUT
FULL DEPTH PAVEMENT
MIN MIN
K&C TYPE M1
TYPICAL CROSS SECTION - FIRE TRAIL ACCESS (EAST-WEST)
SCALE 1:100
JOINING TO EXISTING PAVEMENT DETAIL KERB DETAIL
NOT TO SCALE SCALE 1:25
INTERSECTION SETOUT 49 485051.358 7084009.500 105.198
50 485052.262 7084013.425 105.724
POINT EASTING NORTHING LEVEL
51 485053.538 7084017.260 106.203
01 484991.538 7084061.192 113.095
52 485055.181 7084020.969 106.637
02 484986.333 7084062.004 113.282
17.2 ASSET PROTECTION ZONE (APZ) 53 485057.176 7084024.515 107.023
03 484981.128 7084062.816 113.421
APZ BDY
APZ BDY
20MPa CONCRETE GROUT INFILL 54 485059.133 7084028.088 107.465
6.0 FIRE TRAIL 400mm 04 484975.923 7084063.628 113.518
BETWEEN ROCKS FOR FULL WALL DEPTH 55 485060.031 7084030.108 107.684
05 484970.718 7084064.440 113.680
CONSERVATION 1.0 3.0 3.0 56 485060.801 7084034.724 108.069
06 484966.535 7084066.310 113.917
COVENANT 57 485062.992 7084039.597 108.486
CENTRE
07 484963.877 7084070.042 114.239
1:4 58 485062.842 7084043.615 108.676
08 484963.476 7084074.606 114.506
-3.0% -3.0% Ø50 AGRICULTURAL PIPE WEEP 59 485061.160 7084047.268 108.767
09 484965.444 7084078.745 114.653
[email protected] CRS HORIZONTALLY 60 485058.206 7084049.996 108.846
& 0.5m CRS VERTICALLY (TYP) 10 484968.899 7084081.191 114.682
ROAD
GRANULAR BACKFILL. 61 485054.431 7084051.381 109.002
CLEAN SCREENINGS 10mm - 20mm 11 484973.098 7084081.724 114.611
62 484955.607 7084074.547 114.879
12 484977.055 7084080.216 114.438
* 63 484942.816 7084078.419 115.461
' H ' : 1500mm MAX
13 484979.835 7084077.024 114.164
TYPICAL CROSS SECTION - FIRE TRAIL (NORTH-SOUTH) 1
14 484982.491 7084073.055 113.817
64 484928.798 7084082.663 115.754
SCALE 1:100 4 65 484921.904 7084082.259 115.438
200 15 484986.002 7084069.817 113.500
66 484916.916 7084077.484 114.752
16 484990.173 7084067.490 113.220
67 484910.004 7084063.346 112.785
17 484994.772 7084066.203 112.998
* GEOFABRIC FULL HEIGHT OF WALL
18 485055.395 7084056.747 108.996
68 484909.672 7084057.999 112.069
(BIDIM A14 or EQUAL) 69 484913.219 7084053.983 111.559
19 485059.417 7084056.918 108.897
70 484915.015 7084053.105 111.459
100mm
20 485063.065 7084058.621 108.977
71 484913.258 7084049.511 111.219
REFER RETAINING WALL NOTE 3 21 485065.779 7084061.596 109.087
72 484911.462 7084050.390 111.259
22 485067.141 7084065.385 109.154
* 23 485076.562 7084087.895 109.853
73 484906.114 7084050.722 111.096
74 484902.098 7084047.176 110.535
24 485076.751 7084083.997 109.626
75 484899.902 7084042.684 109.910
MIN 300mm EMBEDMENT 25 485078.418 7084080.468 109.228
.
H (mm) W (mm) 76 484894.512 7084045.319 110.090
26 485081.309 7084077.845 108.652
500 600 77 484911.526 7084080.119 114.932
27 485084.983 7084076.529 108.055
1000 725 78 484916.496 7084090.285 116.329
28 485089.855 7084075.300 107.377
1 1500 850 79 484921.466 7084100.451 117.252
29 485078.826 7084083.928 109.353
4 80 484924.842 7084107.357 117.457
30 485079.608 7084081.549 109.092
81 484928.795 7084115.443 117.261
' W ' : REFER TABLE 31 485080.956 7084079.439 108.757
82 484932.748 7084123.528 116.710
32 485082.786 7084077.730 108.407
83 484934.944 7084128.020 116.234
NOM 1.8 4.0 EX ROAD 33 485089.120 7084070.354 107.332
84 484940.335 7084125.385 116.576
34 485083.793 7084070.640 108.100
INDICATIVE GROUTED ROCK RETAINING WALL DETAIL 35 485079.925 7084070.457 108.671
85 484938.139 7084120.893 116.890
1:6 86 484937.806 7084115.545 117.216
1:6 NOT TO SCALE 36 485076.416 7084068.818 109.001
87 484941.353 7084111.529 117.460
37 485073.794 7084065.969 109.109
88 484943.149 7084110.651 117.520
38 485072.450 7084062.338 109.126
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 100mm LOOSELY COMPACTED TOPSOIL & TURF 89 484941.393 7084107.058 117.630
ALL WALLS SHALL BE STRUCTURALLY DESIGNED AND CONSTRUCTION 39 485071.162 7084057.481 109.114
SUPERVISED BY THE CONTRACTOR'S STRUCTURAL ENGINEER. 90 484939.596 7084107.936 117.570
40 485068.151 7084038.767 108.492
THE DESIGN AND A FORM 15 SHALL BE SUBMITTED TO TOD ENGINEERS 91 484934.249 7084108.268 117.419
41 485067.167 7084034.241 108.206
TYPICAL CROSS SECTION - POTTERY STREET SWALE DRAIN FOR REVIEW BEFORE COMMENCEMENT. 42 485065.642 7084029.870 107.867
92 484930.233 7084104.722 117.350
AT THE COMPLETION OF WORK, A FORM 16 SHALL BE PROVIDED TO 93 484926.856 7084097.816 117.072
SCALE 1:100 43 485063.633 7084025.708 107.476
TOD ENGINEERS FOR LODGMENT WITH THE LOCAL AUTHORITY. 94 484926.692 7084090.267 116.413
44 485061.190 7084021.794 107.032
95 484932.334 7084085.249 115.876
45 485059.250 7084018.746 106.578
96 484943.830 7084081.769 115.636
46 485057.606 7084015.520 106.084
97 484956.588 7084077.906 115.057
47 485056.275 7084012.147 105.551
98 484958.312 7084077.419 114.900
48 485055.267 7084008.655 104.977
C:\Users\Ken\appdata\local\temp\AcPublish_7180\#19660_CI_OPW.dwg
0 1 2 3 4 5m
SCALE 1:100
REFER DRG NO C002 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA TYPICAL SECTIONS & DETAILS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] KL DR PROPOSED RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C203
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
MCU APPROVAL - HORIZ DATUM GDA2020 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 03.11.25 OPW SUBMISSION KL ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.11.25 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 9 of 17 A
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