C A A - Ausgrid
2
Original format A2 1 6 7 2 3 1 2 3 4 5 6 7 8 A B C D E F A B C D E A A 98 798 764 490 1190 2240 370 90 90 90 90 650 605 260 190 750 650 2.3 2.3 2.3 15 15 R40 221 1106 400 998 400 1060 367 1863 154 1044 2122 181 150 1845 138 1752 245 851 335 400 800 520 695 42 829 540 350 350 235 820 172 850 50 6 270 2.3 85 530 TYP State: 6675365-102 14 1/2 Number: Revision: Sheet: CONCRETE BASE CONCRETE BASE 14 30-04-13 2x GROOVES,4x BUND WALL MT HOLES AND 2x HV MT.HOLES ADDED PK TS 13 22-08-11 RE-DRAWN ON PRO-E & LV BOARDS MOUNTING HOLE MODIFIED TO SUIT BOARD SH TAS REV DATE DETAILS OF REVISION DRAWN APPR 10 X 10 CHAMFER ALL OUTTER CORNERS HV 375 KG TRANS 2250 KG LV 100 KG C C SCALE 0.050 REFER SHT 2/2 FOR GROOVES AND SIDE FERRULES FOR DETAILS See Detail D A C B A B C D D C C A A A A C B B C A D A D A B A A B C B C B GENERAL NOTES: 1. Slab to be designed in accordance with AS 1480-SAA concrete structures code 2. Concrete strength - 40 MPa minimum 3. Loading transformer - 2250 kg Enclosure - 300 kg H.V. switch - 370 kg L.V. switch - 100kg Kiosk total - 3200 kg 4. Tolerances - 3mm overall sizes - 1mm ferrule positions 5. Stenciling to be on ends. 100mm HIGH BLACK HV on HV end as shown LV on LV end as shown 6. Ferrules marked 'A' to be 10mm internal thread 20 deep 7. Ferrules marked 'B' to be 10mm internal thread 20 deep and be protruding out approx 5mm. 8. Ferrules marked 'C' to be 12mm internal thread 20 deep 9. Ferrules marked 'D' to be 16mm internal thread 40 deep SECTION A-A R40 . ALL ROUND CABLE OPENING See Detail B PAINT INSIDE FACE WITH BITUMEN TYPICAL ALL CABLE OPENINGS 100 x 100 chamfer See Detail C DETAIL B SCALE 0.500 DETAIL C SCALE 0.500 DETAIL D SCALE 0.100 TYP POSITION FOR 2.5 SWIFTLIFT LIFTING PIN EXTERNAL OF CONCRETE TUB EACH END The information is highly confidential and is the exclusive property of Schneider Electric Group copyright reserved. This drawing must not be used for any purpose other than that expressly permitted in writing by the owners and must not be disclosed or reproduced in any way without permission from the owners in writing. This drawing must be returned to the owners when the purpose has ceased. 14 14 C A B B C C
Transcript of C A A - Ausgrid
Original format A21 6 72 3
1 2 3 4 5 6 7 8
A
B
C
D
E
F
A
B
C
D
E
A A
98
798 764
490
1190
2240
370
90
90
90
90
650
605
260
190
750
650
2.3
2.3 2.3
15
15
R40
221
1106
400 998 400
1060
367
1863
154
1044
2122
181
150
1845
138
1752
245
851
335
400 800
520
695
42
829
540350
350
235
820
172
850
50
6
270
2.3
85
530TYP
State:
6675365-102 14 1/2
Number: Revision: Sheet:
CONCRETE BASE
CONCRETE BASE
14 30-04-132x GROOVES,4x BUND WALL MT HOLESAND 2x HV MT.HOLES ADDED PK TS
13 22-08-11RE-DRAWN ON PRO-E & LV BOARDS MOUNTING HOLE MODIFIED TO SUIT BOARD SH TAS
REV DATE DETAILS OF REVISION DRAWN APPR
10 X 10 CHAMFER ALL OUTTER CORNERS
HV375 KG
TRANS2250 KG
LV100 KG
C
C
SCALE 0.050
REFER SHT 2/2 FOR GROOVES AND SIDE FERRULES FOR DETAILS
See Detail D
A
CB
A
BC
D
D
CC
A A A A
CBB
C
A
D
A
D
A
B
A
A
B
CB
CB
GENERAL NOTES: 1. Slab to be designed in accordance with AS 1480-SAA concrete structures code2. Concrete strength - 40 MPa minimum3. Loading transformer - 2250 kg Enclosure - 300 kg H.V. switch - 370 kg L.V. switch - 100kg Kiosk total - 3200 kg4. Tolerances - 3mm overall sizes - 1mm ferrule positions5. Stenciling to be on ends. 100mm HIGH BLACK HV on HV end as shown LV on LV end as shown6. Ferrules marked 'A' to be 10mm internal thread 20 deep7. Ferrules marked 'B' to be 10mm internal thread 20 deep and be protruding out approx 5mm.8. Ferrules marked 'C' to be 12mm internal thread 20 deep9. Ferrules marked 'D' to be 16mm internal thread 40 deep
SECTION A-A
R40 . ALL ROUND CABLE OPENING
See Detail B
PAINT INSIDE FACE WITH BITUMEN TYPICAL ALL CABLE OPENINGS
100 x 100 chamfer
See Detail C
DETAIL BSCALE 0.500
DETAIL CSCALE 0.500
DETAIL DSCALE 0.100
TYP POSITION FOR 2.5 SWIFTLIFTLIFTING PIN EXTERNAL OF CONCRETETUB EACH END
The information is highly confidential and is the exclusive property of Schneider Electric Group
copyright reserved. This drawing must not be used for any purpose other than that expressly permitted
in writing by the owners and must not be disclosed or reproduced in any way without permission from the
owners in writing. This drawing must be returned to the owners when the purpose has ceased.
14
14
C
A
B
B
C
C
t55164
Typewritten Text
242579_01r00
Original format A21 6 72 3
1 2 3 4 5 6 7 8
A
B
C
D
E
F
A
B
C
D
E
A A
B
B
665 CL GROOVE 1057 CL GROOVES
10
10
R10
10
10
31 31
25
10
State:
6675365-102 14 2/2
Number: Revision: Sheet:
CONCRETE BASE
CONCRETE BASE
AA
2x GROOVES 10 WIDE BY 10 DEEPFROM WALL TO WALL
SECTION A-A
2x M10 FERRULES X 20 DEEP2x OPP WALL
SECTION B-B
14
14
14
14
The information is highly confidential and is the exclusive property of Schneider Electric
copyright reserved. This drawing must not be used for any purpose other than that expressly permitted
in writing by the owners and must not be disclosed or reproduced in any way without permission from the
owners in writing. This drawing must be returned to the owners when the purpose has ceased.
B
C
A
