Original source · versioned page text
Civil Engineering Plans
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn SITE PREPARATION NOTES:
· FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
NOTE: EXISTING SEWER TO BE TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
ACCURATELY LOCATED VIA VACUUM · THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
EXCAVATION & SURVEY PRIOR TO 75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
COMMENCMENT OF WORKS AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
S
BELOW.
APPROX. LOCATION OF EXISTING Ø150 · FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
SEWER MAIN. SEWER TO BE ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
PEW0
ACCURATELY LOCATED VIA VACUUM · PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
C
|
EXCAVATION & SURVEY PRIOR TO DETERMINED BY TESTS E6.1 OF AS1289.
2
| | | | | |
| | | | | |
| | | | | |
| | | | | | COMMENCMENT OF WORKS · ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
| | | | | |
5m SEWER SETBACK
S
| | | | | | DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
S
| | | | | |
| | | |
. OTHER APPROVED METHODS.
TEMP
S
| | | |
| | | |
R · SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
BATTE X
|
A PRIOR TO FOOTING CONSTRUCTION.
W
TEMP
. 1 IN 2M PROPOSED SEWER
R
|
BATTE X
| | | |
| | | | RELOCATION SUBJCT TO
S
D
A EARTHWORKS NOTES:
| | | |
1 IN 2M
S
S
UNITYWATER APPROVAL
| | | |
3
W PEW0
| | | |
.
TEMP
| ||
|
R
BATTE X
| |
| | S 1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
|
A
W
B 1 IN 2M
S
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
|
PE
| |
W ANCHORED SHEET PILING
D | |
02 ANCHORED SHEET PILING OF THE SITE.
| |
S
TO MANUFACTURERS
S
TO MANUFACTURERS 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
W
|
DESIGN & CERTIFICATION.
BA URT
DESIGN & CERTIFICATION. FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
CO
|
| |
DETAILS.
| |
NK
W
| |
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
|
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
|
SIA
PROPOSED SEWER
|
S
|
- LEVEL ONE (1) SUPERVISION AND TESTING.
W
|
RELOCATION SUBJCT TO PAD RL14.8
|
1 I ATT P.
|
4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
N ER
|
B EM
UNITYWATER APPROVAL
AX
|
|
SPECIFICATION.
T
2M
D
|
W
|
S
|
|
|
|
|
S
SHEET PILING NOTES:
|
W
|
|
|
· ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
|
1 I ATT P.
|
N ER
|
B EM
AX
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
|
W
|
|
S
T
2M
D
|
S · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
|
|
PAD RL11.55
|
ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
|
S
|
W
|
REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
|
D
|
S
|
A PAD RL14.8 · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
|
PE ANCHORED SHEET PILING
|
W
|
SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
W
02 | | | | | |
|
|
|| | TO MANUFACTURERS
|
| | |
| D
| | THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
|
|
| DESIGN & CERTIFICATION.
||
|
|
|
& STRUCTURAL ENGINEER.
S
| |
|
||
PAD RL9.8
W
|
·
|
ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
| |
||
|
|
| |
|
||
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
|
|
|
|
|
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
|
W
D
|
|
· THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
1 I ATT P.
|
N ER
B EM
|
AX
LEGEND
S
DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
|
P
|
S
T
2M
W
M
|
|
TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
A
|
|
R
AT THE SHEET PILING CONTRACTOR'S EXPENSE.
||
PROPOSED EARTHWORKS CUT
||
· THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
| | | | | ||
METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
PROPOSED EARTHWORKS FILL - SHEET PILE INSTALLATION
PAD RL12.8 PAD RL12.30 - EXCAVATION
|
W
S
| |
100mm COMPACTED GRAVEL - ANCHOR INSTALLATION, TENSIONING & GROUTING
| |
| HARDSTAND CBR15
|
| · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.