Original source · versioned page text
RFI - App - Updated SWMP - 11 Robert St
Original PDF page 12, section 2. The text section number identifies this passage in the reader.
4
ew
5 8 2 1.7
2.1 1.7
8
1.7 1.7
7 1.7
manhole to future
1
2.1
detail
FFL 2.700 FFL 2.700 FFL 2.700 8
1.6
ew
1
1.34
1.48
1.6
8.13
6.67
0
.22
2
PL PL PL PL PL PL PL 0 28
1.63
ew
1.54
0 0 80 66
1.61
0 0
1.68
2. 65 2. . 68 2. . 68 2. 68 2. 2. .2
0
.1 8 .1 5 .1 5
65 2 . 68 2 68 2 68 2 . 45 40 2 SURVEY DATUM
2.00 PL
0 L
0 PL 0 PL 0 PL 0 PL
0 PL PL
1.50
P
TBM2 Nail in Kerb
5
4500
1 2.03 1.97 5
1.9 1.9 1.8
1
.
1.5
ew
2.1
S
0 2.04 1.92
2.6
1.96
2.1
S
3
.10
1.93
2
1.8 PL
2.1 2.00
500
PL
S
2
1.93
1
1.9
1
1.9 .67 PL
1.8
1 81
2.5
S
1.92
2.2
1.5
1
2.3
1.8 1.
2.4
2.10
0 00 50 1.4
W ew
0 36 ASSOCIATED CONSULTANTS
S
57
MeterMeter
60 54
NEW NEW
2.58
5
98
Not Located
.
5
2.1
Sewer M/H
.
4
2.
1
0 2 PL
S
RL 1.458
2.1 2 1.7
65
9
.69
1.7
0 1.6 PL
2. 63 PL
1.67
PL PL 2.
2 1
2.
1.31
2.1 8
2065
1.8 2. 15
PL
1.45
50 0
Found
No Mk
PL
5
1.81.85 40.234
Telstra
5 6
1.85
W ew
0
5
Power Pole
1.7 5 1.6
1.70
1.7
1.6 1.60
1.99
#95302
7
1.62
1.7
1.92
2.13 2.07 1.83
1.49
1.91 1.74 1.67 2
1.5
Found
2.28
No Mk
2.57 2.48 2.53 2.70 2.71
1.48
2.53 269°57' 2.52
1.46
1.32
Timber Fence on Existing Block Retaining Wall Retaining wall
Retaining wall TOP RL 2.300
1.47
Driveway kerb,
1.49
TOP RL 2.800 6.45 BOT RL 2.000
1000 mm exclusion zone
5.95 6.48 6.46 6.46
BOT RL 2.600
refer detail Existing Water meter to be
7.46 7.61 7.63 7.63 7.63
Stormwater M/H
Retaining wall
TOP RL 2.600 relocated in accordance with from existing lightpole to
BOT RL 2.500 Existing be maintained
SL 1.48, IL
any unity water direction
telstra pit Refer stormwater layout plan for drain locations,
All finished surfaces to fall to grated inlet pits
BACKFILL AND DRAINAGE 5 kPa Surcharge
20W x 40D
joint sealant
1. Backfill should not be placed behind the wall until at least
ten days after grouting.
Danley key joint Pavement Level 2. Backfill should be placed and compacted to 95% standard compaction Compacted site clay
25
with R12 dowels at 300 CRS location
in layers not more than 200mm deep. The degree and method of
100
600mm
compaction depends on the proposed use of the backfill area.
125
X Bars Compacted clay plug
3. The drainage system should be installed progressively as the
backfill rises. Longitudinal reinforcement Suitable Waterproofing material
4. The drainage system behind the wall should be connected to the N12 at 400 crs REVISION LIST
Temporary Excavation slope
TYPICAL KEY JOINT DETAIL - KJ A ORIGINAL ISSUE 5/10/24
LEGEND
H1
main drainage system. Free draining granular
fill material
Compacted site clay
Lap geotextile 400mm
B REVISED 29/10/24
700 Lap
SL82 fabric (central) C REVISED 24/2/25
Bolster cut slab (3w x 30d) Fill joint
4.2 EXISTING CONTOUR RETAINING WALL Suitable Geotextile
Preferred position of
D REVISED 11/8/25
to 3mm. below surface with Fosroc suitable geocomposite
HEIGHT BASE KEY REINFORCEMENT
Expandite Thioflex 600g or similar TYPICAL DRIVEWAY KERB DETAIL KB1 H1 B1 H2 B2 See the original
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