Original source · versioned page text
RFI - App B - Updated Engineering - 11 Robert St
Original PDF page 3, 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 Access/maintenance
5.50 5.39 5.45 5.58 5.58 6.23 5.74 5.84
Retaining wall BOT RL 1.600 0
TOP RL 2.900 manhole to future 1.4
Found
No Mk
Meter Meter
TOP RL 2.650
BOT RL 2.600 detail
Power Pole
1.43
1.28
BOT RL 1.600
#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 .80
5
ew W
Telstra
1.6
1.7
1 7
1.7
1.7
2.88 LINDSAY CONSULTING PTY
POOL POOL .76
LINDSAY CONSULTING PTY LTD
6 4
5 6 x 3 6 x 3 1.7 1 1.4
1.5 LTD
1.58 1.75
1.94
1.29
8
1.44
1.7 5
RL1.440
9 0 1.7
1.62
1.5 4 1.7 0
1.6 1.7 RPEQ 4928
ew
Approximate Sewer Line Location (See note)
3 6
1.5 1.6 New 1500 mm wide Footpath
0
1.7 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
S
1 2
1.67
1 1.6 1.6
1.9
as per STD Drg RS-065 THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
1.66
ew
1.72 1.71
FFL 2.620 FFL 2.620
4 THE SOLE USE OF THE CLIENT. NO PART
FFL 2.620 1.5
MAY BE USED IN PART OR WHOLE WITHOUT
1.75
PRIOR EXPRESS WRITTEN CONSENT OF
ew
LINDSAY CONSULTING PTY LTD
1.52
9 9
2.35
1.6 1.6
CLIENT AND PROJECT DESCRIPTION
ew
Retaining wall
1.33
1.47
9
32.187
180°00'
1.9
.88 .81 1.8
0 TOP RL 2.100
GJ GARDNER NOOSA
1
BOT RL 1.600
1 1
1.9
ew
8 5 3
00
FFL 2.720 4 FFL 2.720 1.7 1.7 1.7 5
2.0 .65 1.7
Timber Fence on Existing Block Retaining Wall
2.
1
Remove existing crossover
1.76
FFL 2.720
PROPOSED TRIPLEX
1.73
4
1.8 .80
ew
and make good kerb and 11 ROBERT STREET,
3 4 1
1.73
1.32
1.9 1.94 1.9 7
1.47
PLOTTED FROM COUNCIL RECORDS
1.8 1.58
S
channel NOOSAVILLE
EXISTING 600 D x 1200 W RCBC
2 1.43
FFL 2.620 1.8 FFL 2.620
0
FFL 2.620 1.9
1.59
ew
SP156679
2 2
1.9 8
1.6
4 1.6 Retaining wall
1.90
Lot 0
1.7 TOP RL 2.400 DRAWING TITLE
8
1.8
BOT RL 1.500
ew
BINS
7
CIVIL WORKS PLAN
32.187
1.93 6
1.93
1.5
00°00'
1.8
2.60
2
EXISTING DIA 225
Drain
1.9
STORMWATER PIPE
ew
9 5
2.0 0 1.6
2.1
1.56 1.54
.73
1.33
1.55
5
7 1.7 1 1.45
BINS
BINS
1.7
2.00
1
0
1.45
1.5ew
1.9
6
2.0 SCALES
1
PL .63
0
7 1.9 1
60
7 1.57
1.9 1
1.8 1.72
1.9 2. 2.
68
1.71 0 PL
0 5m
6.69
8.16
PL 0 1.67
ew
70 1500 1500
7
2.5
1.7
2.60
1.75
2.
70 2. .58
2.07
1
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