Council archive · source document
Compiled Approved Plans OPW25/0042.02
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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PA 18 5 L
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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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MANUFACTURERS SPEC
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2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
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FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
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DETAILS.
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3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
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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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W PILING L | |
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TEMP BATTER 20 17
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PA 11
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1 IN 2 MAX
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AS RL
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19 VE SHEET PILING NOTES:
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LE 5 16
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D .0 · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
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ALL BATTERS TO BE LINED WITH
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AND CERTIFIED BY THE SHEET PILING CONTRACTOR
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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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| | 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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| | 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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