Original source · versioned page text
RFI - App B - Updated Engineering - 11 Robert St
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
0
1.4
Found
No Mk
Meter Meter
Power Pole
1.43
1.28
#16928
W ew W
89°57'
TREATMENT ZONE.
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
0
.66
5
1.8
Telstra
1 .7
1 7
1.7
1.7
2.88
POOL
6
POOL 6 1.7
4
5 6 x 3 6 x 3 1.7 1.4
ZONE A:- EXISTING STRIPPED AREA TO BE REINSTATED WITH PEGGED GRASS
1.5
1.58
1.75
1.94
1.29
8
1.44
ew
1.7 5
RL1.440
9 0 1.7
1.62
1.5 1.7 (BUFFALO VARIETY) AND ESTABLISH. EXTEND GRASS COVER TO
4 0
1.6 1.7
Approximate Sewer Line Location (See note)
3
NEWLY CONSTRUCTED SPOON CUT OFF DRAIN IMMEDIATELY TO
6
1.5 1.6 0
.61 1.7 .62
1.67
1
1.9 1 1
RE-DIRECT CLEAN WATER RUNOFF AWAY FROM CONSTRUCTION.
LINDSAY CONSULTING PTY
ew
LINDSAY CONSULTING PTY LTD
1.66
1.72
LTD
1.71
1.5
4
ZONE B:- DRIVEWAY CONSTRUCTION AREA TO DIRECT RUNOFF TOWARDS
1.75
BASIN FOR CONTAINMENT AND TREATMENT BEFORE RELEASE.
ew
RPEQ 4928
LINE AREA WITH ROAD BASE AS REQUIRED TO MAKE ALL WEATHER
1.52
S 9 9
2.35
1.6 1.6 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
SURFACE FOR CONSTRUCTION AND REDUCE TRACKING OFF SITE.
THIS DRAWING REMAINS THE PROPERTY OF
ZONE C:- RUMBLE STRIP - REFER DETAILS ON OTHER PLANS. LINDSAY CONSULTING PTY LTD AND IS FOR
ew
1.33
1.47
9
32.187
180°00'
1.9 8 1 0
1
1.9
1.8 1.8 1.8
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
ZONE D:- ROAD VERGE TO BE KEPT CLEAN AND FREE FROM SILT OR
5 3
.78
00
4 1 1.7 1.7 5
2.0
5
1.7 PRIOR EXPRESS WRITTEN CONSENT OF
Timber Fence on Existing Block Retaining Wall
2.
1.6
ew
1.76
DEBRIS. BUILDER TO CLEAN DAILY OR AS REQUIRED TO ENSURE
1.73
LINDSAY CONSULTING PTY LTD
4
1.8 0
3 4 1.8 COMPLIANCE. AREA REINSTATED UPON COMPLETION.
1.73
1.32
1.9 1.9 7
1.47
4
PLOTTED FROM COUNCIL RECORDS
1.9 1.8
ZONE E:- STREET SWEPT REGULARLY OR AS REQUIRED TO ENSURE ANY CLIENT AND PROJECT DESCRIPTION
1.58
EXISTING 600 D x 1200 W RCBC
2 1.43
1.59ew
0
1.9 1.8
SP156679
2
1.9 8
1.6
2 SILT LOSS IS COLLECTED BEFORE ENTERING STORMWATER SYSTEM.
1.6
.74 WASHING OF ROAD IS STRICTLY PROHIBITED.
1.90
Lot 0
GJ GARDNER NOOSA
8 1
1.8
ew
BINS
6 7
32.187
1.93
1.93
1.5
00°00'
1.8
2.60
.92 EXISTING DIA 225
Drain
PROPOSED TRIPLEX
1
5 STORMWATER PIPE
ew
9
2.0 0 1.6
2.1
11 ROBERT STREET,
1.56 1.54
.73
1.33
1.55 1.45
5
7 1.7
S
1
BINS
BINS
1.7
2.00
1
0
1.45
1.9
ew 1.56
2.0 NOOSAVILLE
1 3
7 1.9 7 1.6 1.57
1.9 1.9
1
1.8 1.72
1.71
6.69
8.16
7 See the original
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