Council archive · source document
41SeaviewTce Op Works Form 6 · OPW17/0051
Attached to the e-mail Operational Works Application - OPW17/0051.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
LEGEND PROPOSED SWALE TO TIE RL
E INTO EXISTING GRADES 20.75
SITE BOUNDARY X2 0
2.7
XX.XX EXISTING CONTOURS (INTERVAL 0.25m) EXISTING ELECTRICAL PILLAR TO BE 50m RL
21.
0
PROTECTED AT ALL TIMES. 750 21.
.5 0
XX.XX FINISHED EARTHWORKS CONTOUR (INTERVAL 0.10m) 21. 25 RL
TRANSITION TO TIE IN NEATLY 20.
22
5
2.75
21 0
EX .75 970
RL
22.0
00
EXISTING UNDERGROUND ELECTRICITY 24.
0 2
22.2 0
5
23.
6
2
22m 22.5 5
50
23.
m
EXISTING TELSTRA 0
0
23.
.75
.00
24.0024.00
00
R
23
L2
3.
21
EXISTING WATER
L2
2.
13
EX
R
7
EXISTING STORMWATER
EX
EXISTING SEWER EX
21
24.
.3
622 RL
72
EXISTING TOP OF BATTER m 23.
m
500
EXISTING TOE OF BATTER
RP BDY
2.00m DIVERSION DRAIN EX 21
PROPOSED RETAINING WALL 24.00 .4 98m
SURFSIDE CT
2.0%
24.25
PROPOSED RETAINING WALL (BY
PROPOSED EXTENT OF EXCAVATION
OTHERS) 24.50
RL
24.
542
RP BDY
2.80m
DESIGN SURFACE RL
24. EX 21
PROPOSED EXTENT OF FILLING PROPOSED BUILDING 5 07 .4 93m
BY OTHERS 24.50
A
m
EXISTING SURFACE
25
--
.4
24
PROPOSED BUILDING EXTENTS
EX
5
0
5
0
22.2
5
0
.5
5
22.7
0
23.0
5
23.2
23.5
23.7
24.0
RLXX.XXX
22
EARTHWORKS SURFACE ELEVATION LABEL
24.2
DATUM 19.000
RL
SECTION A 24 .33
EARTHWORKS VOLUMES SCALE 1:100 -
RL
24. 9
EX 21
(EXISTING SURFACE TO EARTHWORKS SURFACE) 299 .492m
m
TOTAL CUT 16m³ PROPOSEED DRIVEWAY
39
24.25
.1
AS PER IPWEA STD DRGS RS049 & 50
24
TOTAL FILL 274m³
EX
TOTAL BALANCE
SU
258m³
(IMPORTED FILL)
RFS
2.00m
RP BDY
EARTHWORKS NOTES:
1. STRIP SITE OF ALL TOPSOIL, VEGETATION, EXISTING ASPHALT AND
IDE
ANY OTHER DELETERIOUIS MATTER TO A MINIMUM DEPTH OF 150mm. SURFSIDE CT 2.0%
2. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS TO BE B
REMOVED AND BACKFILLED. ALL NATURAL SUBGRADE IS TO BE --
CT
RP BDY
COMPACTED TO 98% STANDARD COMPACTION IN ACCORDANCE WITH
2.80m
AS1289 PRIOR TO PLACEMENT OF FILL MATERIAL.
DESIGN SURFACE
3. UNLESS SPECIFIED OTHERWISE ANY EXISTING FILL MATERIAL IS TO BE PROPOSED BUILDING
REMOVED AND RE-COMPACTED TO 98% STANDARD COMPACTION IN BY OTHERS
ACCORDANCE WITH AS1289. EXISTING SURFACE RL
4. MATERIAL WON FROM THE SITE TO BE INSPECTED BY GEOTECHNICAL
24.00 24.
005
PROPOSED BUILDING
ENGINEER FOR APPROVAL PRIOR TO USE AS FILL. ANY IMPORTED FILL (REFER ARCHITECTURAL DRAWINGS)
EX 21
m
TO HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO BE COMPACTED .4 89m
68
EXISTING TELSTRA PIT TO BE
.8
TO 98% STANDARD COMPACTION IN 200mm MAXIMUM THICK LAYERS IN
23
ADJUSTED TO SUIT (BY OTHERS)
ACCORDANCE WITH AS1289. DATUM 19.000
EX
5. VOLUMES DO NOT INCLUDE SOIL COMPACTION FACTORS OR TOPSOIL
STRIPPING VOLUMES.
6. RETAINING WALL FINISHES THAT PRESENT TO ADJOINING LAND ARE OF SECTION B
HIGH QUALITY APPEARANCE AND COMPATIBLE WITH SURROUNDING SCALE 1:100 -
DEVELOPMENT.
7. IF DURING EARTHWORKS OPERATIONS UNSUITABLE MATERIAL IS
ENCOUNTERED, AS DEFINED IN SECTION 4 OF AS3798, THEN REMOVE
THIS MATERIAL PRIOR TO ANY FILLING OPERATION.
8. ALL EARTHWORKS TO BE CARRIED OUT AS PER LOCAL AUTHORITY
m
EARTHWORKS SPECIFICATIONS. IN LIEU OF LOCAL AUTHORITY
42
22.2 0
.3
SPECIFICATIONS EARTHWORKS COMPACTION TO BE MONITORED BY C
22.0
22.5 5
21
0
FIELD DENSITY TESTS CARRIED OUT IN ACCORDANCE WITH -- 23.75
m
2.00m
EX
RP BDY
REQUIREMENTS OF AS3798. ALL EARTHWORKS UNDER BUILDING PADS
724
22
0
23.0
TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 APPENDIX B,
713
.75
5
21.
23.2
0
GEOTECHNICAL TESTING AUTHORITY, LEVEL 2 (U.N.O) REQUIREMENTS.
23.5
SURFSIDE CT
22.
2.0% RL
EX
DRY DENSITY RATION IS DETERMINED IN ACCORDANCE WITH AS1289. 23.
RL
9. THE CONTRACTOR IS TO ENSURE THAT THE SITE IS SELF-DRAINING 700
THROUGHOUT THE EARTHWORKS OPERATIONS. DAMAGE RESULTING
2.40m
m
RP BDY
FROM EXPOSURE SHALL BE REPAIRED AT THE CONTRACTOR’S DESIGN SURFACE
14
EXISTING LAYBACK
PROPOSED BUILDING
.4
EXPENSE. KERB AND CHANNEL
20
10. ALL FILL MATERIAL PLACED ON THE SITE TO BE NATURAL EARTH AND BY OTHERS
EX
ROCK, FREE OF CONTAMINANTS, NOXIOUS, HAZARDOUS, DELETERIOUS EXISTING SURFACE
.50
AND ORGANIC MATERIALS. 23
m
35
11. ADEQUATE SAFETY FENCING TO BE APPLIED TO BATTERS OR
m
.25
m
.9
03
23
06
20
RETAINING WALLS IN FILL AS PER RELEVANT AUSTRALIAN STANDARDS
.5
.0
EX
.00
23
AND TO ARCHITECTS DETAILS.
21
23
m
EX
12. REFER TO GENERAL NOTES FOR FURTHER EARTHWORKS NOTES. DATUM 19.000
EX
79
.75
.0
13. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON
0
22
22
23.5
UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
SECTION C
EX
LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY
CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE SCALE 1:100 -
REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
23.25
m
0
D
20
22.5
--
.4
WM
21
m
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