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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 3. The text section number identifies this passage in the reader.
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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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D .8 · THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
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PA 11
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5m
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14 DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
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ExRL1
RL
5m
11
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8.0 | S|
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STABILISED
| | | | L TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
VE
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ExRL1
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7.2
EW16.4 5 LE 5
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AT THE SHEET PILING CONTRACTOR'S EXPENSE.
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BATTER 11
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5
15
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D .0 NT
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1 IN 4 MAX PA 11 · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
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ME 10
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ExRL1
16 RL E PRIVATE OPEN SPACE 11
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AS METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
17.0 7
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TEMPORARY FB
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CH EO
CONSERVATION - SHEET PILE INSTALLATION
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160 10
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BATTER
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LIN PROTECTION WATERWAYS - EXCAVATION
12
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.00
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1 in 2 MAX 9 - ANCHOR INSTALLATION, TENSIONING & GROUTING
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ExRL1 16
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9
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6.0
W
· ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
LEGEND
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STATEMENT
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S
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10 · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
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CH ExR 13
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169L15.0 PROPOSED EARTHWORKS FILL · VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
ExRL1
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.23 4.25 CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
.5
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14
6 EW13.3
15
11
EW13.8 · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
>
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9
''EMERALD'' BUILDING
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L
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| | | | | 9 PROPOSED EARTHWORKS CUT
VE
W
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>
ExRL1 | | 1|
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4.0 | | |
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LE
| | · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
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ON
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D .80 STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
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W |
TI F
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15
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| PA 11 | | 300 THK BUILDING PLATFORM HARDSTAND.
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L A C O | | CONSTRUCTION OPERATIONS.
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| R TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
2F m | | | |
5m
U1E IN 5
5
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REFER SITE PREPARATION NOTES.
14.
NOTE:
S
Q | | | |
LI ITH
NT
D ROCK GABION WALL. REFER
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0
ME
NO W | | 150 THK BUILDING PLATFORM HARDSTAND.
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.5
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DRAINAGE DRAWINGS FOR DETAILS ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
L13
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Y ON
SE
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W
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S
L | | | | TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
W
R
I
14
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CT T DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
A
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Ex
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FB
RI AC E
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| | | | REFER SITE PREPARATION NOTES.
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10
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ST MP ON
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EO
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13.5
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PROPOSED TOP OF BATTER
CO C Z
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S
150 THK TEMPORARY HARDSTAND.
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LIN
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RI
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|| | | | | | | TYPE 2.5 CBR15.LIQUEFACTION COMPACTION PROPOSED TOE OF BATTER
EXTENT OF TEMPORARY || | |
| | | | 8
13
W
1 IN 2 BATTER BASE
OF
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1|1 |
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NOT REQUIRED. TAKE UP PRIOR TO SOFT
RL13.0 PMT
9 LANDSCAPING. TRESS TO BE RETAINED
S
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