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SUPERDEDED NEGOTIATED - OPW25 0042 - Approved Plans (As Published) · 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.
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1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
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G P TEN ING
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S EW16.9 .25 EXISTING STORMWATER ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
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20
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PA 18 5 L
LA D 1 E N
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SHEET PILING TO
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TO BE TAKEN UP 17E
V S 18 OF THE SITE.
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C
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RL LE 5
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MANUFACTURERS SPEC
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Y 19
OR
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2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
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IT
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PA 11
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FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
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ER
DETAILS.
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S S
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3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
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EW16.77.00
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"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
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TEMP BATTER
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- LEVEL ONE (1) SUPERVISION AND TESTING.
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9.9 TO SHEET
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0 | | S 1 in 2 MAX 16 | | 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
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W PILING L | |
S
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| | | | D SPECIFICATION.
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TEMP BATTER 20 17
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EW18.0
16
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PA 11
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1 IN 2 MAX
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L
AS RL
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19 VE SHEET PILING NOTES:
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FB 15 | |
LE 5 16
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ExRL1
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EW16.6 .00 INE
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D .0 · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
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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.
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TEMP BATTER EW16.5 5 GEOTECHNICAL
15 ENGINEER'S
14 ONSITE · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
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CH
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8.9 1 IN 2 MAX
S | | SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
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17 THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
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W
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40
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| | 14 & STRUCTURAL ENGINEER.
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· ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
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18 ExRL1
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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 | See the original
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