Original source · versioned page text
RFI - App B - Updated Engineering - 11 Robert St
Original PDF page 6, 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 0
TOP RL 2.900 1.4
Found
No Mk
Meter Meter
TOP RL 2.650
BOT RL 2.600
Power Pole
1.43
1.28
BOT RL 1.600
#16928
ewW
89°57'
TBM1 Nail in Kerb
1.58
1.67 1.63 1.68 40.234 1.77 1.56 .50 1
Found
No Mk
1.80
5
.66 .80
5
ew W
Telstra
1.7
1 1 7
1.7
1.7
2.88
POOL
6
POOL 4
LINDSAY CONSULTING PTY
.76 1.7 1.4
LINDSAY CONSULTING PTY LTD
5 6 x 3 6 x 3
1.5 1
1.58 1.75
1.94
LTD
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
ew
Approximate Sewer Line Location (See note)
3 6 RPEQ 4928
1.5 1.6 0
1.7
S
1 2
1.67
1 1.6 1.6 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
1.9
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
1.66
ew
1.72 1.71
4
1.5 THE SOLE USE OF THE CLIENT. NO PART
1.75
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
ew
1.52
9 9
LINDSAY CONSULTING PTY LTD
2.35
1.6 1.6
CLIENT AND PROJECT DESCRIPTION
ew
Retaining wall
1.33
1.47
9
32.187
180°00'
1.9
1.8
8
.81 1.8
0 TOP RL 2.100
BOT RL 1.600
1 1
1.9
GJ GARDNER NOOSA
ew
8 .75 3
00
4 1.7 1 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 .80
ew
3 4 1
1.73 11 ROBERT STREET,
1.32
1.9 1.94 1.9 7
1.47
PLOTTED FROM COUNCIL RECORDS
1.8 1.58
S
EXISTING 600 D x 1200 W RCBC
2 1.43
1.8
NOOSAVILLE
0
1.9
1.59
ew
SP156679
2 2
1.9 8
1.6
4 1.6 Retaining wall
1.90
Lot 0
8 1.7 TOP RL 2.400
1.8
BOT RL 1.500 DRAWING TITLE
ew
BINS
EARTHWORKS PLAN
6 7
32.187
1.93
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
3
1.33
1.55
5
7 1.7 1.7 1.45
BINS
BINS
1.7
2.00
1
0
1.45
1.5ew
1.9
6
2.0 SCALES
7 1 .63
1.9 1.9 1 7 1 1.57
1.9 1.8 1.72
1.71
0 5m
6.69
8.16
1.67
ew
7
1.7
2.60
1.75
.58
2.07
4 1
1.71
Orig. 1:100
1.7
S
4
ew
5 8 2 1.7
1 2.1
8
1.7 1.7
7
1.7 1.7
2.1
8
1.6
ew
1
1.34
1.48
1.6
8.13
6.67
1.63
ew
1.68 1.61 1.54
SURVEY DATUM
2.00
1.50
TBM2 Nail in Kerb
5 1
1.9 1.9 2.03 1.97 5
1.8
1
1.5
ew
.
S
0 2.04 1.92
1.96
2.1
S
0 3
1.93
2
2.1 1.8
2.1 See the original
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