Council archive · source document
Civil Engineering plans · OPW25/0042
Plans and drawings: the text below has words only, no drawings.
Very large file (26.1 MB): may take a few minutes to open.
Original PDF page 1, section 3. The text section number identifies this passage in the reader.
|
| |
| | |
D .8 · THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
| |
PA 11
| |
5m
|
| | |
| |
| |
14 DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
| |
|
ExRL1
RL
5m
11
||
| |
8.0 | S|
| |
STABILISED
| | | | L TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
VE
||
ExRL1
|
| | |
7.2
EW16.4 5 LE 5
| |
AT THE SHEET PILING CONTRACTOR'S EXPENSE.
|
BATTER 11
|
5
15
|
D .0 NT
||
|
1 IN 4 MAX PA 11 · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
| |
ME 10
| |
ExRL1
16 RL E PRIVATE OPEN SPACE 11
| |
AS METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
17.0 7
| |
TEMPORARY FB
| |
CH EO
CONSERVATION - SHEET PILE INSTALLATION
|
160 10
| |
BATTER
| |
LIN PROTECTION WATERWAYS - EXCAVATION
12
| |
.00
|
1 in 2 MAX 9 - ANCHOR INSTALLATION, TENSIONING & GROUTING
| |
| |
ExRL1 16
| |
9
| | |
6.0
W
· ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
LEGEND
| |
STATEMENT
|
| |
S
| | | | | | | | | | | | |
10 · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
| |
CH ExR 13
| |
169L15.0 PROPOSED EARTHWORKS FILL · VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
ExRL1
| |
.23 4.25 CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
.5
| |
14
6 EW13.3
15
11
EW13.8 · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
>
| |
|
| | | | |
| | | |
9
''EMERALD'' BUILDING
| |
L
|
| | | | | 9 PROPOSED EARTHWORKS CUT
VE
W
4| |
>
ExRL1 | | 1|
|
| |
4.0 | | |
|
LE
| | · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
| |
|
|
ON
| |
D .80 STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
| |
W |
TI F
| | |
15
|
| PA 11 | | 300 THK BUILDING PLATFORM HARDSTAND.
|
L A C O | | CONSTRUCTION OPERATIONS.
|
|
| R TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
2F m | | | |
5m
U1E IN 5
5
| | | |
|
|| |
REFER SITE PREPARATION NOTES.
14.
NOTE:
S
Q | | | |
LI ITH
NT
D ROCK GABION WALL. REFER
|
|||
| | | |
0
ME
NO W | | 150 THK BUILDING PLATFORM HARDSTAND.
| |
.5
|
| ||
DRAINAGE DRAWINGS FOR DETAILS ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
L13
| | | |
Y ON
SE
|
W
| ||
S
L | | | | TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
W
R
I
14
||
CT T DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
A
| |
|
Ex
|
| |
FB
RI AC E
|
| | | | REFER SITE PREPARATION NOTES.
| ||
10
| |
ST MP ON
| |
EO
|
|||
| |
13.5
D | |
PROPOSED TOP OF BATTER
CO C Z
| | | | | | | | | | | | | |
13 | |
S
150 THK TEMPORARY HARDSTAND.
|
| |
|||
LIN
|| | | | |
| |
RI
|
|
|| | | | | | | TYPE 2.5 CBR15.LIQUEFACTION COMPACTION PROPOSED TOE OF BATTER
EXTENT OF TEMPORARY || | |
| | | | 8
13
W
1 IN 2 BATTER BASE
OF
|| | |
|| | |
| |
| |
1|1 |
|
|
NOT REQUIRED. TAKE UP PRIOR TO SOFT
RL13.0 PMT
9 LANDSCAPING. TRESS TO BE RETAINED
S
|| | |
| | | |
W
| |
NE
ExTW13 | |
||
13
ExRL12 .23
.59 ExRL12 | | 300 THK TEMPORARY HARDSTAND OVER
7
.51
| |
| |
EXISTING PAD MOUNT | | | | See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Civil Engineering plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 26.1 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.