Original source · versioned page text
App B - Swmp
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
6.54 6.52 6.50 6.53 6.54 6.52 6.82 6.82 Retaining wall
TOP RL 2.000
Retaining wall
5.50 5.39 5.45 5.58 5.58 6.23 5.74 5.84
Retaining wall BOT RL 1.600 .40
TOP RL 2.900
Found
No Mk
Meter Meter
1
TOP RL 2.650 450 x 450 GI
BOT RL 2.600
Power Pole
1.43
1.28
BOT RL 1.600 SL 1.95
#16928
ewW
89°57'
TBM1 Nail in Kerb
1.58
0
1.67 1.63 1.68 40.234 1.77 1.56 1.5
Found
No Mk
1.80
5
6 0
5
1.8
ew W
Telstra
1.6
1.7
7
1.7
1.7
2.88
IL 1.40
POOL
6
POOL 4
LINDSAY CONSULTING PTY
6 1.7
LINDSAY CONSULTING PTY LTD
5 6 x 3 6 x 3 1.7 1.4
1.5
1.58
1.75
450 x 450 GI, SL 2.50 LTD
1.94
1.29
8
1.44
150 Connector pipe 1.7 .75
RL1.440
.59 0
DIA 225 PVC
1.62
1
1 4 1.7 0
1.6 1.7
ew
Approximate Sewer Line Location (See note) 3
1.5
6 RPEQ 4928
1.6 1.7
0
S
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
1 2
1.67
1.9
1 1.6 1.6
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
1.66
ew
IL 1.80
1.72
450 x 450 GI
1.71
450 x 450 GI, SL 2.50 THE SOLE USE OF THE CLIENT. NO PART
SL 2.10
4
150 Connector pipe 1.5
IL 1.70
Dia 225,
1.75
MAY BE USED IN PART OR WHOLE WITHOUT
IL Up 1.20, Connect to existing point PRIOR EXPRESS WRITTEN CONSENT OF
ew
IL DN 1.00
1.52
9 9
of discharge, confirm IL LINDSAY CONSULTING PTY LTD
2.35
1.6 1.6
on-site
IL 1.30
CLIENT AND PROJECT DESCRIPTION
IL 1.80
IL 1.80
IL 1.80
IL 1.80
ew
450 x 450 GI 450 x 450 GI 450 x 450 GI Retaining wall 450 x 450 GI
1.33
1.47
9
32.187
180°00'
1.9 SL 2.50 SL 2.50 8 0 SL 2.50 TOP RL 2.100 SL 1.55
1
450 x 450 GI 1.8 1.8 1.8
DIA 225 PVC
BOT RL 1.600
GJ GARDNER NOOSA
1
1.9 SL 2.50
ew
8 5 3
00
4 1.7 1.7 1.7 5
2.0 .65 1.7
Timber Fence on Existing Block Retaining Wall
2.
1
1.76
1.73
PROPOSED TRIPLEX
4
1.8 0
ew
3 4 1.8
1.73 11 ROBERT STREET,
1.32
1.9 1.9 7
1.47
4
DIA 150 PVC
DIA 150 PVC
PLOTTED FROM COUNCIL RECORDS
DIA 150 PVC
DIA 150 PVC
1.9 1.8 450 x 450 GI 1.58
S
450 x 450 GI, SL 2.50
EXISTING 600 D x 1200 W RCBC
1.43
SL 2.50
2
1.8
NOOSAVILLE
0
150 Connector pipe 1.9
1.59
ew
SP156679
450 x 450 GI 2 450 x 450 GI 2
1.9 8
1.6
SL 2.50 SL 2.50 1.6 Retaining wall
IL 1.70
450 x 450 GI
1.90
4
Lot 0
IL 1.20
1.7
IL 1.70
TOP RL 2.400
8
1.8 SL 2.50
BOT RL 1.500 DRAWING TITLE
ew
IL 1.70
IL 1.70
STORMWATER PLAN
BINS
7
32.187
1.93 6
1.93
1.5
00°00'
1.8
2.60
450 x 450 GI
2
EXISTING DIA 225
TBC
Drain
1.9 SL 2.375
IL 1.70
IL See the original
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