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6. Surge Vessel Foundation Details

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A
E: XX.XXX
A
B
B
NORTH
D
D
PE
D
.
4 NOS. - M24 BOLTS (TYP)
F
B
B
F
400
4 NOS. M24 BOLTS (TYP)
600
(TYP)
G
E
600
TIES (TYP)
O
F
A
150
EL 100.000
FGL
FD
=
=
N
./
29
=
25
=
30
E
25 THK.
GROUT
C
79
C
G
600
N: XX.XXX
H
H
2
(T 80
YP
)
5
13
(T
J
0
55 P)
Y
5
13
50 THK BLINDING CONCRETE
WELL COMPACTED 600MM THK.
TYPE-B SOIL BELOW FOUNDATION.
A
5
(T 50
YP
)
5
13
0
28 P)
5 TY 9
13 ( 52
2 =
=
79
30 =
=
K
J
POLYTHENE SHEET
K
SECTION-AA
O
F
./
N
FD
L
.
D
PE
L
M
550
M
550
PLAN
N
N
SECTION-BB
HOLD:
1. LOCATION UNDER HOLD
P
P
AL HASSAN ENGINEERING CO. S.A.O.G
al Hassan
6. PEDESTAL REINFORCEMENT TO BE ADJUSTED TO ACCOMMODATE ANCHOR BOLTS.
5. BEFORE POURING PCC COMPACTION TO BE DONE TO ACHIEVE 95% PROCTOR DENSITY
4. ALL CONCRETE SURFACE SHALL BE TREATED WITH TWO COATS OF 'FOSROC NITOCOTE PR 135' OR ANY OTHER APPROVED EQUIVALENT.
3. CONCRETE GRADE C35 FOR REINFORCED CONCRETE COMPLY WITH 8110, USING OPC CLEAR COVER TO BE 50MM TO OUTER REINFORCEMENT.
2. ELEVATION 100.000 CORRESPONDS TO EXISTING FINISHED GRADE LEVEL
1. ALL CO-ORDINATES & ELEVATIONS ARE IN METERS & DIMENSIONS ARE IN MILLIMETERS UNO
Q
R
Q
CLIENT :
MAJIS INDUSTRIAL SERVICES SAOC
TITLE :
DETAIL DRAWING FOR 15cuM VERTICAL COMPRESSOR TYPE SURGE TANK
DESCRIPTION
MISS-DD-ST-001
DRAWING NUMBER
FOUNDATION DETAILS FOR 15cuM VERTICAL
COMPRESSOR TYPE SURGE TANK
DATE:
PREP'D:
12-11-2017
PRADEESH
CK'D:
APP'D:
AKHILESH
DRAWING NUMBER:
NOTES:
1
SIZE
REFERENCE DRAWINGS:
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12
13
14
15
16
HOLD
17
18
19
R
MURALI
20
21
REV:
A1
23
0
24
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