Council archive · source document
Civil Engineering plans · OPW25/0042
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 1, section 2. The text section number identifies this passage in the reader.
W
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7
S EW16.9 .25 EXISTING STORMWATER ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
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D .0
20
0
O
LO
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PA 18 5 L
LA D 1 E N
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SHEET PILING TO
S
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TO BE TAKEN UP 17E
V S 18 OF THE SITE.
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C
TF . 0m V E
RL LE 5
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MANUFACTURERS SPEC
D
Y 19
OR
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2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
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EW1188.0 17 D .5
IT
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EW18.2
PA 11
SE
M (NO OPE
ExRL2 0 | |
FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
6m K
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EN W 0.3 0 | |
HA M)
TB
RL
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H 5
CH
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ER
DETAILS.
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EW
AC
RD
| | S | |
S S
ST
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
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0
ExRL1
10
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L
EW16.77.00
AN
| | TEMPORARY | |
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
7
D
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TEMP BATTER
0.
ExRL1
| | BATTER | |
- LEVEL ONE (1) SUPERVISION AND TESTING.
(TY
EW18.8
FALL
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9.9 TO SHEET
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00
0 | | S 1 in 2 MAX 16 | | 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
P)
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W PILING L | |
S
VE 17
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| | | | D SPECIFICATION.
LE 5
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TEMP BATTER 20 17
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EW18.0
16
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0 NT D .5
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PA 11
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1 IN 2 MAX
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EM
CH |
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L
AS RL
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19 VE SHEET PILING NOTES:
| S
18
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FB 15 | |
LE 5 16
|
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12 | |
ExRL1
7
EW16.6 .00 INE
O | |
D .0 · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
EL L PA 11
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ExRL1
ALL BATTERS TO BE LINED WITH
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19 9.6 V 0. 4 | |
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
EW18.9 LE EW18.8 | |
RL
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D .80
00 15 · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
BIDIM A14 GEOFABRIC. BATTER
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PA 18
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14 ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
RL GRADIENTS TO BE CONFIRMED BY
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ExRL1 | |
| | REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
7.1
TEMP BATTER EW16.5 5 GEOTECHNICAL
15 ENGINEER'S
14 ONSITE · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
16
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CH
ExRL1 8 | |
8.9 1 IN 2 MAX
S | | SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
13
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17 THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
1
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W
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40
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| | 14 & STRUCTURAL ENGINEER.
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.0
· ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
18 13
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18 ExRL1
S| | | |
0
ExRL1 7 L | | SHEET PILING TO CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
EW16.5 .3 VE 12
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8.2 | | | |
LE 0 OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
0
1 MANUFACTURERS SPEC
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2
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13
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