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_19660_OPW_20260616 Civil Plans
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LEGEND
156 EXISTING CONTOUR (0.25m INTERVAL)
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
D EXISTING STORMWATER DRAINAGE
EXISTING ELECTRICAL OVERHEAD XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 28 X 30 X X 31
XX
EO
34
XX
XX
T EXISTING TELCO (RECORDS) XX 36 32
X27 XXX
29
EXISTING SEWER (RECORDS) X21
XX
S
33
XX
117
XX
W EXISTING WATER (RECORDS)
XX
XX
EXISTING TREE TO BE RETAINED AND PROTECTED
117 XX
XX
X EXISTING TREE TO BE REMOVED
X 25
20
X19 X
XX
156 PROPOSED CONTOUR (0.25m INTERVAL)
X26 EXISTING DWELLING
XX
PROPOSED TOP OF BANK
X18
XX
PROPOSED TOE OF BANK
PROPOSED 'V' DRAIN INVERT
XX
X35
XX
PROPOSED BUILDING PAD 16
XX17
110.00 PROPOSED FINISHED LEVEL
XX
15
X
XX
WT115.00 WB114.00 PROPOSED WALL LEVELS (TOP / BTM)
X14 7
PROPOSED GROUTED ROCK RETAINING WALL
XX
X13 X12 X11
XX
XX PROPOSED 'NO CLEARING ZONE'
PROPOSED CONSERVATION COVENANT 10 X
XX
X8 X
XX
PROPOSED CLEARING AND GRUBBING EXTENTS
9 117
PROPOSED EARTHWORKS
X7
XX
117 WT116.19
CUT FILL
XX
WB114.77
WT116.38
8
XX
WB114.93
XX
PRELIMINARY EARTHWORK VOLUMES X6
CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2373 m³
XX
XX
FILL VOLUME 2397 m³ WT115.34
116
NOTES 116 WB114.84
1. NO ALLOWANCE MADE FOR STRIPPING.
XX
2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.
3. ALLOWS FOR A 375mm BOXING DEPTH FOR ROAD PAVEMENT.
REFER DRAWING C100 FOR CONTINUATION
XX
XX
SF SF
SF
SF5
XX
EROSION & SEDIMENT CONTROL NOTES 115 11 SF
SF SF 114
XX
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
X5
XX
SUIT THE PROPOSED CONSTRUCTION METHODOLOGY.
SF
SF
XX
THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
114
9
XX
CLEAN WATER DIVERSION IECA STD DRG DC-01 114
XX
SF
DIRTY WATER DIVERSION IECA STD DRG DC-01
SF
XX
SF SEDIMENT FENCE IECA STD DRG SF-01 & 02
INLET FILTER SOCK IECA STD DRG FS-01
XX
CHECK DAM IECA STD DRG RCD-01 113
XX
SF
SF
X4
XX
SITE ENTRY / EXIT IECA STD DRG EXIT-01 XX
XX
112.93 112.71
XX
112
XX
XX
XX
X3
XX
6
XX
XX
112.90 112.62
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
REFER TREE PROTECTION PLAN
DRG C110-C111 FOR DETAILS (TYP)
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
21 22
SP285519 SP285519
0 4 8 12 m
SCALE 1:250
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 EARTHWORKS, CLEARING AND 1 : 250 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 PRELIMINARY ESC CONTROL PLAN Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 SHEET 2 OF 2 19660-C101
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 5 of 19 B
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