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 2, section 1. The text section number identifies this passage in the reader.
S
LEGEND
APPROX. LOCATION OF EXISTING Ø150 PROPOSED EARTHWORKS FILL
S
SEWER MAIN. SEWER TO BE
ACCURATELY LOCATED VIA VACUUM
EXCAVATION & SURVEY PRIOR TO PROPOSED EARTHWORKS CUT
OUTSIDE OF BUILDING ENVELOPE (TYP)
BUILDING PLATFORM HARDSTAND
COMMENCMENT OF WORKS
300 THK BUILDING PLATFORM HARDSTAND.
W
TO EXTEND 1.0m (NOM)
TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
D
REFER SITE PREPARATION NOTES.
EW03
EW03
EW04
S
EW03
SERENIT
B
A
D
C
Y CLOSE 150 THK BUILDING PLATFORM HARDSTAND.
W TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
W
S
W REFER SITE PREPARATION NOTES.
D W
W 150 THK TEMPORARY HARDSTAND.
19.5
20.5
CH0.00 TYPE 2.5 CBR15.LIQUEFACTION COMPACTION
20
21
NOT REQUIRED. TAKE UP PRIOR TO SOFT
S
21.5
W
LANDSCAPING.
S
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
W
||
| | |
150 THK TEMPORARY HARDSTAND.
S
| | | | | || |
TYPE 2.5 CBR15.LIQUEFACTION COMPACTION
|
EW19.0
| | |
5 NOT REQUIRED. TAKE UP PRIOR TO SOFT
D
LANDSCAPING.
|
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | |
|
PAD LEVEL | | | | | |
| |
|
19 |
300 THK TEMPORARY HARDSTAND OVER
| | | S| | | | | | | | | | | | | | | S| | | | | | | | | | |
RL18.4
| |
S
| | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | SEWER/STW.
|
| | | | | | | | | | | | | | | | | | | | | |
| | | | | | |
| | | | | | | | | | | | | | | | | | | | |
W
|
|
| | TEMPORARY TYPE 2.5 CBR15. LIQUEFACTION COMPACTION
| | | | |
|
||
S
| |
|
| |
| | | | | BATTER NOT REQUIRED. TAKE UP PRIOR TO SOFT
| | | | | | | | |
|
CH20.00 |
1 in 2 MAX
| | | | | | | | | | | | LANDSCAPING.
|
D
| | | | | | | | | | | | | |
PAD LEVEL TEMPORARY
21
PAD LEVEL PAD LEVEL 8.90 PROPOSED EARTHWORKS LEVEL
RL17.55 BATTER RL21.30 RL21.55 21.5
S
20
1 in 2 MAX SHEET PILING TO MANUFACTURERS
TEMPORARY
19
JOINS TO EW01
TEMPORARY DESIGN & CERTIFICATION.
BAN RT
BATTER
S
COU
BATTER
1 in 2 MAX | | | | | | | | | | | | | |
PROPOSED TOP OF BATTER
1 in 2 MAX
CH
PROPOSED TOE OF BATTER
KSI
W
40 S
| LINE OF BASEMENT EXISTING SURFACE CONTOUR
.0
|
EW18.2
A
|
0 | |
E EXISTING ELECTRICAL RETICULATION
0
| |
| |
T SHEET PILING TO
D
| |
EN MANUFACTURERS SPEC
T EXISTING TELSTRA RETICULATION
EM
| |
S
AS
|
ExRL1 D EXISTING STORMWATER DRAINAGE
FB
W
8.30
EW17.0
E O SHEET PILING TO
0 W EXISTING WATER RETICULATION
LIN TEMPORARY
W
MANUFACTURERS SPEC PAD LEVEL PAD LEVEL
BATTER RL11.42 S EXISTING SEWER RETICULATION
LINE OF BASEMENT
S
1 in 2 MAX RL11.42 S
ALL BATTERS TO BE LINED WITH
19
21
18 | | | | | | | | | | | | | | | | | | | |
D
L
| | | | | | | | | | | | | | | | | | | | | |
BIDIM A14 GEOFABRIC. BATTER
| |
VE TRESS TO BE RETAINED
20
| |
LE 5 | |
SHEET PILING TO
D .5
| |
GRADIENTS TO BE CONFIRMED BY
PA 11 W
| |
MANUFACTURERS SPEC 21
RL GEOTECHNICAL ENGINEER'S ONSITE
|
|
| |
| | EXISTING SEWER TO BE
|
| |
TAKEN UP
ALL BATTER GRADIENTS
|
21 TO BE CONFIRMED BY
| |
W
| |
21
GEOTECHNICAL
| |
>
17 S 18 EXISTING STORMWATER 20.5
| 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.