Original source · versioned page text
RFI - App B - Updated Engineering - 11 Robert St
Original PDF page 4, 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 2.500
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
Access/maintenance
Meter Meter
1
TOP RL 2.650 450 x 450 GI
BOT RL 2.600
Power Pole
1.43
manhole to future
1.28
BOT RL 1.600 SL 2.50
#16928
ewW
89°57'
detail (IL 1.83)
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 1.80
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
9 .70
DIA 225 PVC
1.62
1
1.5 4 1 0
1.6 1.7
ew
Approximate Sewer Line Location (See note) 1.5
3 6 RPEQ 4928
1.6 1.7
0
S
1 2 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
1.67
1.9
1 1.6 1.6
450 x 450 GI (SL 2.50) THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
1.66
ew
450 x 450 GI (SL 2.50) Provide 1 No. 100 DIA stub
IL 1.80
1.72 1.71
450 x 450 GI, SL 2.50 Provide 1 No. 100 DIA stub for roofwater pipes 4 THE SOLE USE OF THE CLIENT. NO PART
150 Connector pipe 1.5
IL 1.70
for roofwater pipes
1.75
450 x 450 GI (SL 2.50) Connect to existing point
MAY BE USED IN PART OR WHOLE WITHOUT
Provide 2 No. 100 DIA stubs PRIOR EXPRESS WRITTEN CONSENT OF
ew
of discharge, confirm IL on-site
1.52
for roofwater pipes 9 9 LINDSAY CONSULTING PTY LTD
Provide 1 No. 100
2.35
1.6 1.6
DIA stub for
450 x 450 GI (SL 2.50) CLIENT AND PROJECT DESCRIPTION
IL 1.80
IL 1.80
IL 1.80
IL 1.80
roofwater pipes
ew
Provide 2 No. 100 DIA stubs Retaining wall 450 x 450 GI
1.33
1.47
9
32.187
180°00'
1.9 for roofwater pipes
450 x 450 GI (SL 2.50)
8
1.8
1 0
1.8 TOP RL 2.500 SL 1.55
1.8
BOT RL 1.600
5 PVC
GJ GARDNER NOOSA
1
1.9 Provide 2 No. 100 DIA stubs
ew
5 3
for roofwater pipes
8
00
1.7 1.7 1.7 5
.04 .65 1.7
Timber Fence on Existing Block Retaining Wall
DIA 22
2.
2 1
1.76
450 x 450 GI (SL 2.50)
1.73
PROPOSED TRIPLEX
4
Provide 1 No. 100 DIA stub 1.8 0
IL 1.70
ew
1.8
for roofwater pipes
3 4
1.73 11 ROBERT STREET,
1.32
1.9 1.94 1.9 7
1.47
DIA 150 PVC
DIA 150 PVC
PLOTTED FROM COUNCIL RECORDS
DIA 150 PVC
DIA 150 PVC
1.8
450 x 450 GI (SL 2.50) Retaining wall
1.58
S
EXISTING 600 D x 1200 W RCBC
2 1.43
450 x 450 GI (SL 2.50) .90 450 x 450 GI (SL 2.50) 1.8 Provide 1 No. 100 DIA stub TOP RL 2.500 NOOSAVILLE
1.59
1
ew
Provide 1 No. 100 DIA stub Provide 1 No. 100 DIA stub for roofwater pipes BOT RL 1.500
SP156679
2 2
1.9 for roofwater pipes
8
1.6
for roofwater pipes 1.6
IL 1.70
IL 1.60
1.90
4
Lot 0
1.7
IL 1.70
8
1.8 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
2
EXISTING DIA 225
Drain
1.9
IL 1.70
IL 1.70
STORMWATER PIPE
ew
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