Council archive · source document
RFI 9.3.20 - Attachment B - Revised Engineering plans · OPW19/0082
Plans and drawings: the text below has words only, no drawings.
VC PIPE AT 1% MIN GRADE
C PIPE AT 1% MIN GRADE
PIPE AT 1% MIN GRADE
15
7
16
17 6 LINDSAY CONSULTING PTY LTD
3.00
LINDSAY CONSULTING PTY
LTD
' 50"
m
231.44
RPEQ 4928
27
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
°
5
THIS DRAWING REMAINS THE PROPERTY OF
9
18
16
LINDSAY CONSULTING PTY LTD AND IS FOR
4.00
No.BUILDING TYPE SIZE F.F.L THE SOLE USE OF THE CLIENT. NO PART
EARTHWORKS NOTES: 1 Typical Villa 69m3 4.600 MAY BE USED IN PART OR WHOLE WITHOUT
Where any filling is carried out on the site after the completion of the site investigation, the PRIOR EXPRESS WRITTEN CONSENT OF
following recommendation shall be followed:- 19 4 2 Typical Villa 69m3 4.600 LINDSAY CONSULTING PTY LTD
8. The site shall be stripped of all vegetation prior to the placement of any filling material. 3 Typical Villa 69m3 4.000
9. Compaction Standards for filling Material CLIENT AND PROJECT DESCRIPTION
A. Controlled Filling 4 Typical Villa 69m3 3.800
(a) Sand filling up to 800 deep, placed in maximum 300 thick layers and compacted with a vibrating
roller to achieve a minimum Dynamic Cone Penetrometer reading of 7 blows per 300 penetration 5 Typical Villa 69m3 3.600
(refer AS 1289.F3.3). Sand fill may be flooded if necessary to achieve this compaction standard, BRIAN WILLIAMS
6 Typical Villa 69m3 3.500
provided the water can subsequently be drained from the site.
(b) Non-sand filling up to 400 deep, placed in maximum 150 thick layers and compacted with a 7 Typical Villa 69m3 3.500 VILLAS DEVELOPMENT
mechanical roller. Clay fill shall be moist during compaction.
(c) Controlled filling shall continue for at least 1 metre past the edge of the footing beam and shall ONE WAY - OUT ONLY
3 5.00
8 Typical Villa 69m3 3.400 396 LAKE COOROIBAH RD
be battered back to the original surface with a slope of no more than 1:2 (Vert : Hor).
(d) Where the depth of filling material exceeds that specified above, the filling material shall be
Separate stormwater
line. Direct to Bio-Basin
9 Typical Villa 69m3 3.200 NOOSA
compacted as follows:- 10 Typical Villa 69m3 2.800
0
00
4.
Sand fill to 65% Density Index in accordance with AS1289.E6.1
PL
0
15
4.
11 Typical Villa 69m3 3.400
PL
Non-sand fill to 95% Maximum Dry Density (Standard Compaction) in accordance with 5.4.1
2
21 CARPARKS
DRAWING TITLE
Compaction tests shall be carried out on each layer as the filling is placed. If the compaction standard INC 3 DISABLED
1
12 Typical Villa 69m3 3.000
specified is not achieved, then a "Pier and Slab" and "Pier and Beam" footing design shall be adopted with STORMWATER LAYOUT 2
all piers founded on the underlying natural material. 13 Typical Villa 69m3 3.000
0° 00' 00"
35.00 m
150MM KERB AND CHANNEL
14 Typical Villa 69m3 3.000
0
30
4.
(a) Sand Filling up to 600 deep, placed in maximum 300 thick layers and compacted by repeated
35101
PL
0
45
4.
PL
15 Typical Villa 69m3 3.000
(b) Non-sand filing up to 300 deep, placed in maximum 150 thick layers and compacted by repeated
16 Typical Villa 69m3 3.200 SCALES
(c) Where the depth of filling material exceeds that specified above, the filling material shall be 17 Typical Villa 69m3 3.400
0
Sand fill to 65% Density Index in accordance with AS1289.E6.1
60
18 Large Villa 69m3 3.600
4.
0
86° 16' 00"
65
PL
0
4.
70
PL
4.
0
Non-sand fill to 95% Maximum Dry Density (Standard Compaction) in accordance with 5.4.1
75
86° 16' 00"
PL
4.
PL
Compaction tests shall be carried out on each layer as the filling is placed. If the compaction standard 30.00 m 0 10 20 m
specified is not achieved, then a "Pier and Slab" and "Pier and Beam" footing design shall be adopted with
Total villas+caretaker-1450M3
43.00 m
all piers founded on the natural underlying material. Orig. 1:500
ONE WAY - IN ONLY
4.00
EXISTING 50,000L TANK
EXISTING SHED
SURVEY DATUM
.
0° 00' 00"
70.14 m
5.00 6.00
ASSOCIATED CONSULTANTS
EXISTING BIOCYCLE EP20 BIN ENCLOSURE
Treatment Plant - capacity to
be increased as stages Driveway design to
necessitate RS0049 and RS0050.
2 lanes wide from
kerb to property .
86° 16' 00" DRIVEWAY TO BE
5500MM WIDE
6.00 48.00 m
OIBAH ROAD
E C O O R
LAK
REVISION LIST
A ORIGINAL ISSUE 21/12/17
B REVISED 16/03/18
C REVISED 30/09/19
D REVISED 26/02/20
STORMWATER LAYOUT AND LEVELS 2 Computer File
171687-CP.DWG
DRAWING NUMBER SHEET REV.
17-1687-C5 5 D
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