Smwsasbt CPG STM SN100 TW PKG 032901
Smwsasbt CPG STM SN100 TW PKG 032901
Smwsasbt CPG STM SN100 TW PKG 032901
N
1. THIS DESIGN IS FOR MOBILE CRANE AND CRAWLER CRANE PADS AT
THE ST MARY'S STATION SITE ON THE WESTERN SYDNEY AIRPORT
SPOIL STOCKPILE STATION BOXES AND TUNNELING PROJECT.
DESIGN NOTES:
1. THE MINIMUM ALLOWABLE BEARING CAPACITY IS ASSUMED TO BE
150kPa. THE BEARING CAPACITY IS TO BE VERIFIED BY A
LOADING BAY
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE BLINDING
WHEEL WASH
LAYER.
2. B2 EXPOSURE CLASSIFICATION IS ASSUMED, IN NON AGGRESSIVE
(3x3) SOILS. BG&E TO BE NOTIFIED IF GROUND CONDITIONS ARE
SECURITY
DIFFERENT THAN ANTICIPATED.
(6x3) 3. PILE TOE RL HAS BEEN PROVIDED AS PER ADVICE RECEIVED BY
FIRST AID CRANE PAD 1 & ABLUTIONS (3x12)
OFFICES, CRIB, WTP
ARCADIS VIA EMAIL ON 25/5/22.
STORES WORKSHOPS
28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
CRANE PAD 2
30 29
SITE PLAN
SCALE 1 : 1000
CRAWLER TRACK TO BE ON
C PADS DURING LIFT. TRACKS TO
BE PARALLEL TO WALL CRAWLER TRACK TO BE ON
8400
C
EQ EQ
B2 N 6261879.151 m
N 6261877.629 m
1800
E 294336.299 m C
4150
E 294344.865 m 10700
EQ EQ N 6261933.468 m N 6261934.990 m
E 294031.196 m B2 E 294022.630 m
100mm AT FULL SIZE Plot Date & Time 3/04/2023 11:45:03 AM
.
DIA 10700
4150
750
1800
C
EQ EQ
P1
P1
2000
2750 B1 .
2800
DIA
P1
P1
FROM PILE CL 1000 8700 1000
1800
750 C
R
F R
F
2000
1000 8700 B1 1000 3875
2700
R
F FROM EDGE R
F
TYP. CENTRE OF CRANE BEAM
B1 TO ALIGN WITH THE
CENTRE OF SHORING
WALL PILE 2700 TYP.
1 2 CENTRE OF CRANE BEAM
032902
032902 B1 TO ALIGN WITH THE
CENTRE OF SHORING WALL
PILE
P1
750 DIA PILE, 10N28
REINFORCEMENT WITH N12-300
SPIRALS, REFER TYPICAL
DETAILS
NOMINATED BY ARCADIS
BASE OF EXCAVATION
NOMINATED BY ARCADIS
BASE OF EXCAVATION
CRANE OUTRIGGER
B1 B2
AxB LONG
B1 B2 DIMENSION B IS LENGTH INTO PAGE
AxB LONG
DIMENSION B IS LENGTH INTO PAGE
10500 9000
RETENTION WALL PILE BY OTHERS
P1
PAVEMENT. PROVIDE MOVEMENT
JOINT AT CRANE BEAMS
C
C
P1
LOAD CASE 2
SCALE 1 : 50
LOAD CASE 1 60t MAX OUTRIGGER LOADING
SCALE 1 : 50
125t MAX OUTRIGGER LOADING PROVIDE 8m EXCLUSIVE ZONE
DURING CRAWLER CRANE USE
CRANE OUTRIGGER LOADING SURCHARGE ON RETENTION SYSTEM
CRANE LENGTH (mm) POINT LOAD A (mm) B (mm) PRESSURE (kPa)
B1 B2
100mm AT FULL SIZE Plot Date & Time 3/04/2023 11:45:30 AM
B2 FOOTING REQUIRED
2800 4150 FOR CRAWLER CRANE
ONLY
6950
RETENTION WALL PILE BY OTHERS
P1
LOAD CASE 3
SCALE 1 : 50
100t MAX OUTRIGGER LOADING
C
350
N16-250 U-BARS TOP C PILE / BEAM
1800
6 N20 TOP
500
N16-250 TIES
500
N16-250 TIES
EMBEDMENT
50 BLINDING LAYER N36-1000 SPACER BARS
50
2 ROWS OF 12 N36 BUNDLED BARS BTM
(24 TOTAL)
50 BLINDING LAYER 12N28 BTM
DOUBLE TURN OF HELIX
TOP AND BTM
10N28
.
DIA
0 C PILE
75
10N28
C PILE