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_19660_OPW_20260616 Civil Plans
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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 42 485065.954 7084029.513 107.847
43 485063.906 7084025.099 107.430
POINT EASTING NORTHING LEVEL
44 485061.366 7084020.947 106.953
01 484991.538 7084061.192 113.095
45 485059.316 7084017.873 106.478
02 484986.333 7084062.004 113.282
17.2 ASSET PROTECTION ZONE (APZ) 46 485057.558 7084014.609 105.960
03 484981.128 7084062.816 113.421
APZ BDY
APZ BDY
20MPa CONCRETE GROUT INFILL 47 485056.125 7084011.176 105.401
6.0 FIRE TRAIL 400mm 04 484975.923 7084063.628 113.518
BETWEEN ROCKS FOR FULL WALL DEPTH 48 485055.111 7084007.926 104.855
05 484970.718 7084064.440 113.680
CONSERVATION 1.0 3.0 3.0 49 485051.209 7084008.804 105.091
06 484966.535 7084066.310 113.917
COVENANT 50 485051.897 7084012.535 105.597
CENTRE
07 484963.877 7084070.042 114.239
1:4 51 485053.041 7084016.569 106.096
08 484963.476 7084074.606 114.506
-3.0% -3.0% Ø50 AGRICULTURAL PIPE WEEP 52 485054.851 7084020.358 106.540
09 484965.444 7084078.745 114.653
[email protected] CRS HORIZONTALLY 53 485057.072 7084023.924 106.947
& 0.5m CRS VERTICALLY (TYP) 10 484968.899 7084081.191 114.682
ROAD
GRANULAR BACKFILL. 54 485059.300 7084027.566 107.424
CLEAN SCREENINGS 10mm - 20mm 11 484973.098 7084081.724 114.611
55 485061.096 7084031.437 107.841
12 484977.055 7084080.216 114.438
* 56 485062.438 7084035.489 108.200
' 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
57 485063.308 7084039.668 108.499
SCALE 1:100 4 58 485063.118 7084043.656 108.685
200 15 484986.002 7084069.817 113.500
59 485061.423 7084047.270 108.769
16 484990.173 7084067.490 113.220
60 485058.478 7084049.965 108.840
17 484994.772 7084066.203 112.998
* GEOFABRIC FULL HEIGHT OF WALL
18 485055.395 7084056.747 108.996
61 485054.729 7084051.335 108.987
(BIDIM A14 or EQUAL) 62 484955.607 7084074.547 114.879
19 485059.417 7084056.918 108.897
63 484942.816 7084078.419 115.461
100mm
20 485063.065 7084058.621 108.977
64 484928.798 7084082.663 115.754
REFER RETAINING WALL NOTE 3 21 485065.779 7084061.596 109.087
65 484921.904 7084082.259 115.438
22 485067.141 7084065.385 109.154
* 23 485076.562 7084087.895 109.853
66 484916.916 7084077.484 114.752
67 484910.527 7084064.416 112.934
24 485076.751 7084083.997 109.626
68 484905.137 7084067.051 113.114
MIN 300mm EMBEDMENT 25 485078.418 7084080.468 109.228
.
H (mm) W (mm) 69 484911.526 7084080.119 114.932
26 485081.309 7084077.845 108.652
500 600 70 484916.496 7084090.285 116.329
27 485084.983 7084076.529 108.055
1000 725 71 484921.466 7084100.451 117.252
28 485089.855 7084075.300 107.377
1 1500 850 72 484924.744 7084107.156 117.418
29 485079.122 7084083.056 109.311
4 73 484928.022 7084113.861 117.290
30 485080.549 7084080.620 108.926
74 484931.300 7084120.566 116.788
' W ' : REFER TABLE 31 485082.600 7084078.680 108.459
75 484936.690 7084117.931 117.106
32 485085.111 7084077.391 108.020
76 484933.412 7084111.226 117.398
NOM 1.8 4.0 EX ROAD 33 485089.120 7084070.354 107.332
77 484930.134 7084104.521 117.382
34 485083.818 7084070.637 108.089
INDICATIVE GROUTED ROCK RETAINING WALL DETAIL 35 485079.922 7084070.446 108.656
78 484926.856 7084097.816 117.072
1:6 79 484926.692 7084090.267 116.413
1:6 NOT TO SCALE 36 485076.395 7084068.780 108.995
80 484932.334 7084085.249 115.876
37 485073.774 7084065.891 109.109
81 484943.830 7084081.769 115.636
38 485072.457 7084062.219 109.125
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 100mm LOOSELY COMPACTED TOPSOIL & TURF 82 484956.588 7084077.906 115.057
ALL WALLS SHALL BE STRUCTURALLY DESIGNED AND CONSTRUCTION 39 485071.226 7084057.348 109.113
SUPERVISED BY THE CONTRACTOR'S STRUCTURAL ENGINEER. 83 484958.312 7084077.419 114.900
40 485068.476 7084038.898 108.506
THE DESIGN AND A FORM 15 SHALL BE SUBMITTED TO TOD ENGINEERS 41 485067.484 7084034.133 108.206
TYPICAL CROSS SECTION - POTTERY STREET SWALE DRAIN FOR REVIEW BEFORE COMMENCEMENT.
SCALE 1:100 AT THE COMPLETION OF WORK, A FORM 16 SHALL BE PROVIDED TO
TOD ENGINEERS FOR LODGMENT WITH THE LOCAL AUTHORITY.
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#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
B 16.06.26 OPW INFORMATION REQUEST KL 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 16.06.26 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 11 of 19 B
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