Original source · versioned page text
23598_OPW Set_20240403
NOT FOR CONSTRUCTION
TOW 16.19 TOW 14.75 TOW 14.45 TOW 14.25 TOW 14.75 TOW 14.20
SW SW SW SW SW SW SW SW
BOW 14.75 BOW 14.36 BOW 14.25 BOW 13.85 BOW 13.29 BOW 13.26 SW SW
II
HT=1.44m HT=0.39m HT=0.20m HT=0.35m HT=0.39m HT=0.94m TOW 14.20
17.5 II II BOW 13.23
TOW 13.41
SW
II II II II
II
II
II II
II
II
HT=0.97m
II
II
II
II
II
II
II
II
BOW 13.21
II
II
S S S S S S S S HT=0.20m
S
RL.16.34
II
TOW 16.44
II
16.2
SW
BOW 14.75
16.0
14.2
II
1 4 .0
16.5
II
HT=1.69m
II
14.2
S
II
13.2
II
SW
II
II TOW 16.07
14.2
13.4
BOW 15.97
S
1 IN 4 BATTER
RL.15.97 HT=1.10m
SW
II
B3 LEGEND
S
B4
PRELIMINARY ONLY
B1 B2 FFL.15.00 FFL.15.00 76.0 NATURAL CONTOUR
SW
II
76.0 DESIGN CONTOUR
FFL.15.50 FFL.15.50
S
14.4
B5 B6 PROPERTY BOUNDARY
FFL.14.95 FFL.14.95 EASEMENT BOUNDARY
SW
II
14.8
EXISTING BITUMEN EDGE
14.6
S
EXISTING GRAVEL EDGE
SW
II EXISTING KERB
13.6
13.5
TOW 16.04
14.5 EXISTING STORMWATER LINES
BOW 14.85
RL.15.94 HT=1.19m EXISTING OVERHEAD POWER LINES/POLE
S
SW
EXISTING TELSTRA
II
RL.15.93 E E EXISTING ELECTRICITY
14.3
SW
EXISTING WATER MAIN
13.8
S
14.4 EXISTING SEWER MAIN
II
TOW 16.03
BOW 14.99 RETAINING WALL. REFER STRUCTURAL
SW
RL.15.96 HT=1.04m 14.6 DRAWINGS FOR DETAILS
15.2
S
PROPOSED SPOON DRAIN (0.6m WIDE)
II
14.0
TOW 16.06 14.8 PROPOSED SWALE
SW
15
BOW 15.25 .0
EARTHWORKS DEPTHS (0.25m INCREMENTS)
HT=0.81m
17.5
S
BARTLETT ROAD
15.0
II
CUT FILL
SW
16.0
17.5
EXISTING TREE
14.2
S
II
SW
1
RP174730
B7 EXISTING TREE TO BE REMOVED
14.4
FFL.16.00
II
SW
S
B8 B9 B10 B11
FFL.15.85 FFL.15.85 FFL.15.76 FFL.15.76
SW
II
1S
4.6
15
.5
SW
II
B12
S
TOW 16.15 15.2
RL.16.50 BOW 15.40 FFL.15.60
SW
HT=0.75m
II
S
14.8
SW
TOW 17.05
16.2
TOW 16.79 TOW 16.67 TOW 16.07 TOW 15.95 TOW 15.62
BOW 15.40 BOW 15.40 BOW 15.25 BOW 15.25 BOW 15.16 BOW 15.07
HT=1.65m HT=1.39m HT=1.42m HT=0.82m HT=0.79m HT=0.55m
17.4
S
SW
17.4
SW
S
15.0
SW
S
TOW 15.80 TOW 15.60 TOW 15.54 TOW 15.38
II
SW
II
BOW 15.60 BOW 14.95 BOW 14.95 BOW 15.18
DEMOLISH AND REMOVE HT=0.20m HT=0.65m HT=0.59m HT=0.20m
17.2
15.8
16.8
15.5
16.4
16.0
15.5
S
EXISTING DRIVEWAY
II EARTHWORKS: - STRIPPING = 275 m3
SW
II
16.6
.5
CUT VOLUME = 64 m3
17
16.0
FILL VOLUME = 503 m3
S
SW
W W W W W 16.5 NOTES: -
RL.16.62 RL.16.56 1) 150mm STRIPPING ALLOWED
SW SW 2) COMPACTION FACTORS NOT ALLOWED
3) ROAD PAVEMENT BOXING NOT ALLOWED
17.3
16.5
SW
RL.16.67 RL.16.56 22 10
RP888470 RP150347
0 2 4 6m
SW
LOCALLY FILL TO ENSURE
AREA FREE DRAINS Scale 1:100 @A1
Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD EARTHWORKS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE LAYOUT PLAN Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C03
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
3 of 11 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
The download may take up to a minute.