plant north - daffpldaffpl.in/tenders/supporting drawings.pdf · 6. provide 25mm thk. water proof...
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100 1200
(1200x1200)
230Thk rubble soling
Well Compacted Earth
100Thk
10 @150 c/c 0
bothway
8 @200 c/c 0
bothway
Vertical bar
Tie
6000 6000
515
6000
6000
6000
6000
2325
6000
2222
5600 6000
6000
5800
2907
6000
5800
FGL / FFL
A A
IP01
P1/P2
Foundation Details of Footing F1
1:20
300
300
8-120
8 @150 c/c 0
(2 Tie)
Section
A
-1:20
(For Pedestal P1/P2)
6000
2222
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P1
F1
P2
F1
P2
F1
P2
F1
Key to symbols
App’dCh’k’dDescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
Security
C:\documents and settings\tha36735\pwlocal\d0174002\322538-CCA-0011-01-P1.dwg Jul 8, 2015 - 4:50PM tha36735
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©
Modernization of Existing Fuel Farm
Layout & Details of Pipe Supports
M/s Delhi Aviation Fuel
Facility Pvt. Ltd.
Aviation Fuelling Station
Shahbad,Muhammad Pur
IGI Airport,New Delhi - 110061
DGR
PRT
ASP
ASP
VSG
AKS/BKP
As Shown APR
322538-CCA-0011-01
P1 STD
A20
Sector 2
Noida
201301
India
+91 (0)12 0254 3582
+91 120 254 3562
www.mottmac.com
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Mott MacDonald
250
50
150
50
250
50 150 50
Plan
1:10
View
Detail of Insert Plate IP01
12Thk Plate
50 150 50
250
2-12 Anchor bar 0
welded with IP01
850 Long
50
300
EL +101.95m
300
12081
103
81
209
(Typ)
Pedestal P1/P2
C1 2ISMC 100 (Box)
200x200x10Thk
125x125x10Thk
ISMC 100
Typical Detail of Pipe Support
1:20
IP01
1000
300
Key Plan
Encloser
P1 08.07.15 PRT Issued for Approval
Thk
FGL
NGL
FFL
Abbreviations :
= Thick
Typ
Det
RC
= Typical
= Detail
= Finished Ground Level
= Natural Ground Level
= Finished Floor Level
= Reinforced Concrete
Reinf = Reinforcement
1. CGA-01 General Notes.
2. CCA-02 Typical Details of Columns, Footings, Beams, Walls etc.
EL = Elevation Level
5. RPA-0904-01 Layout & details of proposed a/g line route for existing
4. APA-0001-01 Plot Plan
at 2.0m or minimum 600 below hard strata
5. Net safe bearing capacity considered in design is 10.0 t/sq.m
2. Only written dimension are to be followed
6. FGL corresponds to EL.± 0.00M Lvl.
1. All dimensions are in mm & levels in metre
3. Reinforced concrete shall be grade M-25. R/F steel shall be high yield
strength deformed bars grade Fe415 conforming to IS : 1786
4. Clear cover to main reinforcement for different members shall
be beams-25mm, columns-40mm pedestal-40mm & Footing - 50mm
P
la
n
t
N
o
r
t
h
Actual N
orth
2
2
°
Wall = 25mm +10mm extra below ground level
3. CCE-0009-01 Layout & Details of Dyke Wall
MVWS & fixed foam riser to tank.
Structural Layout of Pipe Support
1:200
PCC (1:4:8)
P2
F1
3331
3631
P2
F1
P2
F1
2907
10m20m0
1:200
1m2m0
1:20
1:10
0 1m0.5m
7. All Shop weld shall be 6mm thk. & field weld shall be 8mm thk.
unless otherwise specified.
8. Layout, Dimension & Levels to be Checked with MECH. Drg.
FFL+99.215
FFL+99.215
FFL+99.215
FFL+99.175
FFL+99.175
FFL+99.175
FFL+99.215FFL+99.215
FFL+99.215
FFL+99.175
FFL+99.175
FFL+99.175
EL+99.510
EL+99.490
EL+99.590
EL+99.550
EL+99.650
EL+99.850
EL+99.920
Top of Pedestal
EL +99.415 for Pedestal P1
Top of Pedestal
200
for P
edestal P
2
Key to symbols
App’dCh’k’dDescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A2
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
Security
C:\pwlocal\pims03\pat25351\d0137997\322538-CCB-0006-01-0.dwg Jul 6, 2015 - 6:03PM PAT25351
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©
Modernization of Existing Fuel Farm
Layout for Proposed Encloser
Aviaion Fueling Facility
Modification in Existing
Layout & Details of Foundation
M/s Delhi Aviation Fuel
Facility Pvt. Ltd.
Aviation Fuelling Station
Shahbad,Muhammad Pur
IGI Airport,New Delhi - 110061
DGR
MRP
ASP
ASP
VGS
GDS/BKP
As Shown TEN
322538-CCB-0006-01
0 STD
A20
Sector 2
Noida
201301
India
+91 (0)12 0254 3582
+91 120 254 3562
www.mottmac.com
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Mott MacDonald
Key Plan
Encloser
0 06.07.15 MRP Issued for Tender
1. For all general notes refer drg. no. CGA-01.
2. All dimensions are in millimetres and levels are in metres
3. Concrete grade shall be M25 machine mixed and vibrated U.N.O.
4. All reinforcement bar shall be Fe 415 TMT CRS bar for structure below plinth lvl.
& Fe 415 TMT bar for structure above plinth lvl.
5. Layout dimension to be checked with arch. drg. & if any ambiguity is there,
contact design engineer prior to proceed
6. Provide 25mm thk. water proof plaster on all vertical surfaces
and 50mm thk. IPS. with waterproofing compound in floor concrete.
7. For elevation of nozzels refer vender drawing.
Abbreviations :
= Reinforced Cement Concrete
= Finished Floor Level
= Natural Ground Level
= Finished Ground Level
= Detail
= Typical
RC
Det
Typ
= Thickness
FFL
NGL
FGL
Thk
= Pedestal
= Nozzle
P
N
4. MPE-0102-01 Layout For Proposed Encloser
3. APA-0001-01 Plot Plan
4. CCE-0009-01 Layout & Details of Dyke Wall
Structural Layout of Tank Foundation Lvl
1:50
A A
1700 200300
2100
300
700
800
200300
1500
200
300
200
300
Structural Layout of Tank Slab Lvl
1:50
10 @150c/c
0
A A
600x600
man hole
1500
200
200
1700 200200
350
350
5
0
0
5
0
0
600
600
2-12 Top & Bottom
2-12 Top
& Bottom
Top & Bottom (Typ)
1-12 Diagonal
Cutout
Manhole
RCC wall
600
600x600
0
0
0
Reinf. Detail Around Opening
1:20 (Typ)
16Ø C.I. Rungs
@ 300 c/c Staggered
(Typ.)
300
300
150
150
150
150
C
L of RCC Wall
Rungs Details
(T
yp)
(T
yp)
Detail of construction joint
Rubbed type pvc
water stoper PVC 150 wide.
This surface to be roughened &
given a wash of cement slurry
before start of concreting above.
1:20
RCC Wall
50
50
In Side
10 @125c/c
1-10
Vert. Reinf.
3-10
Horizontal Reinf.
Vert. Reinf.
Horizontal Reinf.
Out Side
150
450
450
Typ. Wall Details at Corner Junction
1:20
Section
A
-1:20
PCC (1:3:6)
10 @150c/c
0
10 @150c/c
0
10 @125c/c
10 @150c/c
150x150 Fillet
(Typ)
1-8
8 @ 125c/c
10 @150c/c
0
Construction
joint (Typ)
25mm Thk
Water proof plaster
RC Wall
Rung
150
Free Board
300
150thk Slab
For Details of slab reinforcement
Refer Layout
2525
150
230Thk rubble soling
Well Compacted Earth
FGL+99.550
300
0
0
0
0
10 @125c/c
0
EL+98.625
300
250
100
10 @150c/c
0
EL+97.075
150
(Check Basin)
Pipe Detail Refer
Mechanical dwg
MPE-0102-01
For Refer dwg
CCE-0009-1
For Refer dwg
CCE-0009-1
300
100
150
50
L of pipe elevation
C
RC slab
180° Bend
Wire mesh
Typ.Air Vent
1:20
welded with pipe sleeve
100 Ø Air Vent Pipe
200
200
N1
N2
300
(T
yp)
L 40x40x6
10Ø MS bar bent to shape
Hinge
18 Gauge G.I. sheet
screwed to Angle frame
RCC slab
100 600
100
300
2-100
Slab steel
Detail of Mainhole Cover
1:20 (Typ)
Notes:
N1,N2 Nozzle size & Location Conform with Piping
2.5m 5m0
1:50
1m2m0
1:20
Key to symbols
App’dCh’k’dDescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A0
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
Security
C:\pwlocal\pims03\pat25351\d0137997\322538-CCE-0005-01-01.dwg Jun 29, 2015 - 2:22PM pat25351
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©
Modernization of Existing Fuel Farm
Layout & Details of
Gate & Fencing
M/s Delhi Aviation Fuel
Facility Pvt. Ltd.
Aviation Fuelling Station
Shahbad,Muhammad Pur
IGI Airport,New Delhi - 110061
DGR
Ishita
ASP
ASP
VSG
BKP/GDS
1:100 TEN
322538-CCE-0005-01
1 STD
A20
Sector 2
Noida
201301
India
+91 (0)12 0254 3582
+91 120 254 3562
www.mottmac.com
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Mott MacDonald
P1
Plan : Foundation
1:50
5000
Plan : Gate
1:50
P1 Outside
Inside
5350
4 Gap
P1
P1
A A
0
Well compacted Earth
230 thk. Rubble soling
ISMC 125 Box
Section of Pedestal & Footing
Ties
Vertical Reinf.
75
PCC (1:4:8)
5 nos. - 10
(1200X1200)
300
150
1200
1:20
100
(Typ)
280x250x10 thk.
Insert Plate - IP01
200X200X10 thk.
Base Plate
with 2-12Ø MS Anchor bars -
600 long
EE
Top of Road
5 nos. - 100
P1
ISNT 65x6
Gate frame
MS Box Column
Section
1:10
B
-
4 Gap
(Aldrop)
Detail
-
3
1:10
4 Gap
150
75
225
C of Pedestal
L
B B
-
1
C C
D
D
-
3
C of Pedestal
L
2475
View
1:20
A
-
P1 P1
350350
200x80x10 thk. Plate
T65x65x6
Chain Link
20x3 thk. Flat
(70 Long)
8 thk. stiffener Plate
Cleat L75x75x6
Section
1:10
F
-
ISNT 50x6
ISNT 50x6 ISNT 50x6
Section
1:10
C
-
ISNT 50x6
Section
1:10
D
-
Section
1:10
G
-
50
40
280
250
280
25
200
25
200
40
280X250X10 thk.
Insert Plate
Detail of Insert Plate IP01
1:10
GG
Top of Road
0 26.06.15 Ishita Issued for Tender
ASP BKP
2400
1
5
0
4
5
°
7
5
7
5
4
5
0
'J' Bolt at 300 c/c
ISNT 65x65x6
10Ø machine
straightened
MS Rod
In SideOut Side
FGL
Side View
1:50 (Typ.)
25m50m0
1:500
1m2m0
1:20
2.5m 5m0
1:50
0.5m 1m0
1:10
PCC (1:3:6)
400x400x700 deep
1:2 CM finish
ISA 50x50x6 only at
change of direction,
at every 10th post
& at all end posts
2 strands of 12 SWG. & 4 barb
points of 14 SWG G.I. barbed wire (3 nos.)
Elevation
50m
m m
esh x 10 S
WG
G
.I.
C
hain Link F
abric
(Typ.)
100
900
50
50
2500 c/c of Posts
1:50
FGL
P
la
n
t
N
o
r
t
h
Actual N
orth
2
2
°
Key Plan
1. CGA-01 General Notes.
2. CCA-02 Typical Details of Columns, Footings, Beams, Walls etc.
3. APA-0001-01 Plot Plan
Fence with G.I. Chain Link on
MS T Post
142
1:500
Structural Layout of Fencing
1200
1200
-
2
200
1500
Thk
FGL
Abbreviations :
= Thick
Typ = Typical
= Finished Ground Level
C = Center Line
L
12Ø 600m long
Anchor Bars
2. All dimensions are in millimeters and levels are in meters unless otherwise specified
1. For general notes refer dwg no CGA-01 & CCA-02
3. Follow written dimensions only, do not scale the dimensions
4. Layout , dimensions & levels to be checked with arch. drg and if any
ambiguity is found, contact engineer incharge prior to proceed
5. Construction : In According With IS:456
6. Concrete grade for the RCC post shall be M25
2400
GATE-1
GATE-2
GATE-3
GATE-4
C/C = Center to Center
GATE-5
350 1140 1360
2500
35011401360
2500
steel tension wire 3mm Thk Min
1150
1150
1150
1150
2300
Pedestal
200x80x10thk. Plate
6Ø x 4 deep groove
Detail
-
2
1:10
FF
Top of Road
(to seat Pivot)
150
75
25
25
100
105 55
C of Column / Pedestal
L
Insert Plate
Pivot from 16Ø Rod
(welded to Gate frame)
Base Plate
(IP01)
8 thk. Stiffener Plate
C of Pedestal
L
75
Gate frame
145x140x8 thk Cap plate
6
Detail
-
1
1:10
230
5535
ISMC 125 Box
130
40
40
8-12
8 @150c/c
350
0
Ties
Section
1:20
E
-
350
5000
5000
5350
142
75
1 29.06.15 MRP Revised Plot Boundary & Issued for Tender
Key to symbols
AppôdChôkôdDescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A0
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
Security
C:\documents and settings\pat25585\pwlocal\d0172110\322538-CCE-0009-01.dwg Jul 21, 2015 - 5:05PM pat25585
TFW
É
Modernization of Existing Fuel Farm
Layout for Proposed Encloser
Aviaion Fueling Facility
Modification in Existing
Layout & Details of Dyke Wall
M/s Delhi Aviation Fuel
Facility Pvt. Ltd.
Aviation Fuelling Station
Shahbad,Muhammad Pur
IGI Airport,New Delhi - 110061
DGR
HASMUKH
ASP
ASP
VSG
BKP/GDS
1:100 APR
322538-CCE-0009-01
P2 STD
A20
Sector 2
Noida
201301
India
+91 (0)12 0254 3582
+91 120 254 3562
www.mottmac.com
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Mott MacDonald
Thk
FGL
NGL
FFL
Abbreviations :
= Thick
Typ
Det
RC
= Typical
= Detail
= Finished Ground Level
= Natural Ground Level
= Finished Floor Level
= Reinforced Concrete
Reinf = Reinforcement
1. CGA-01 General Notes.
2. CCA-02 Typical Details of Columns, Footings, Beams, Walls etc.
Key Plan
IL = Invert Level
0 26.06.15 HSP Issued for Tender
1m2m0
1:20
1:10
0 1m0.5m
4. MPE-0102-01 Layout For Proposed Encloser
3. APA-0001-01 Plot Plan
Structural layout of Dyke wall for Tank farm
1:200
(Encloser)
40550
42
41
837
888
32520 32030
45
30
RC Wall
100Thk PCC 1:4:8
40075 100
100
FFL +99.215 to +99.175
Section
B
-1:20
(External wall)
B
B
B B
B B
C C
C C
C C
400 wide drain as per slope (Typ)
75
0
8 @200 c/c0
10
0
8 @125 c/c 0
8 @150 c/c 0
300
40mm Screeding
with water proofing
laid in slope
25
0
C C
B
B
B
B
B
B
FGL
FFL FFL+99.215/99.175
150
FFL
230Thk rubble soling (Typ)
Well Compacted Earth (Typ)
50Thk Sand/Stone Dust Filling
Typical details of Floor
1:20
Section
C
-1:20
(Internal wall)
A A
A A
B
B
B
B
400 wide drain as per slope (Typ)
detail same as sec. - A
300
10 @125 c/c 0
RC Wall
Construction joint (Typ)
Shear kyee
15
0
50
10 @125 c/c 0
30
01
00
230Thk rubble soling (Typ)
Well Compacted Earth (Typ)
100Thk PCC (1:4:8)
Section
A
-1:20
10 @100 c/c 0
(External wall)
10 @100 c/c 0
10 @150 c/c 0
100 600 250 750
FGL
IL +98.825
150NB BPV
150Thk PCC (1:4:8)
8 @150 c/c 0
800150 150
FFL
900
40mm Screeding
with water proofing
laid in slope
250Thk RC Wall
To OWS
200NB BFV
200NB BFV
150NB BFV
50
E E
Encloser
at 2.0m or minimum 600 below hard strata
5. Net safe bearing capacity considered in design is 10.0 t/sq.m
2. Only written dimension are to be followed
6. FGL corresponds to EL.Ñ 0.00M Lvl.
1. All dimensions are in mm & levels in metre
3. Reinforced concrete shall be grade M-25. R/F steel shall be high yield
strength deformed bars grade Fe415 conforming to IS : 1786
4. Clear cover to main reinforcement for different members shall
be beams-25mm, columns-40mm pedestal-40mm & Footing - 50mm
P
la
n
t
N
o
r
t
h
Actu
al N
orth
2
2
Á
8 @150 c/c 0
8 @150 c/c0
Section
E
-1:20
(For Sump)
300
15
0
bohways
10 @200 c/c 0
400 micron UPVC Sheet
VF-206
VF-205
VF-201
VF-204
VF-202
VF-203
Existing
Existing
Existing
ExistingExisting
Existing
Wall = 25mm +10mm extra below ground level
200
200
50
100
50
100
35
100
50 100
2-12 Anchor bar 0
welded with IP01
370 Long
Plan
1:10
View
Detail of Insert Plate IP01
P2
8 @150 c/c 0
40004000
P2
300
10
0
100
300
30
0
Vertical bar
Tie
8 @200 c/c 0
bothway
10 @150 c/c bothway0
FGL / FFL
300
300
4-160
8 @150 c/c 0
4-120
(2 Tie)
H H
Section
H
-1:20
IP01
Foundation Details of Footing F1
1:20
2341
37
00
1473
P1
F1
P1
F1
P1
F1
P1
F1
1440
37
00
4000 4000 4000 400040004000400040004000400040004000298015654000400040004000400040004000400040002175
100Thk PCC 1:4:8
8 @150 c/c 0
600 75100100
8 @150 c/c 0
600 10075
50
0
40mm Screeding
with water proofing
laid in slope
Drain
RC Wall
200
Section
F
-1:20
1500
(1500x1500)
600
230Thk rubble soling
Well Compacted Earth
100Thk PCC (1:4:8)
230Thk rubble soling
Well Compacted Earth
100Thk PCC (1:4:8)
2457 1573
P2
IP01
P2
IP01
600x600x500deep
Sump
600x600x500deep
Sump
FFL FFL
600x600x500deep
Sump
C
C
D
D
D
D
IL +98.775IL +98.725
IL +98.625
IL +98.825
IL +98.775IL +98.775
IL +98.725
IL +98.725
8 @100 c/c - All 0
2-160
2-120
EL +100.765
EL +99.815
EL +99.815
Outside Inside
Outside Inside
Pipe NB/BFV
EL +100.765
EL +99.815
G
Section
G
-1:20
For BR1
BR
1
RC Wall
FFL+99.215/99.175
FGL
35
0
(m
in
.)
B
P1
For P1
B
FFL +99.215 to +99.175
840 1591
26
95
840
840
1600
5. CMA-0010-01 Layout & Details of Platforms
FFL+99.215
FFL+99.215
FFL+99.215
FFL+99.175
FFL+99.175
FFL+99.175
FFL+99.215 FFL+99.215
FFL+99.215
FFL+99.175
FFL+99.175
FFL+99.175
400 wide drain as per slope (Typ)
40
0 w
ide
d
ra
in
a
s p
er slo
pe (T
yp
)
450
BR1 (250x450)
100 1050 100
450
100
100
15
Plan
Detail of Insert Plate IP02 for railing
1:10
(Location Refer Drg No:CMA-0010-01 Typ)
Section
25
75
15
70
1-12Ï Anchor bars
(270 Long) welded
with IP02
EL +100.765
EL+99.510
EL+99.490
EL+99.590
EL+99.550
EL+99.650
EL+99.850
EL+99.920
25NB (Medium)
Mid rail
32NB (Medium)
Top rail
Railing post
32NB (Medium)
100x6Thk
Toe plate
450
IP02
Railing Details
1:10 (Typ)
2350
1420
3108
85
2
16
25
131
8
84
0
2350
2850 2850
20
95
20
95
BR
2
IP03
IP03
1590
26
95
26
95
14
18
13752375
P3
IP03
25
0
200
50
100
50
75
35
10
0
50 100
3-12 Anchor bar 0
welded with IP01
370 Long
Plan
1:10
View
Detail of Insert Plate IP03
75
Slab
55
0
EL +100.765
15
00
G
IP02
12
65
785
IP03
IP03
1500
150
0
G
G
8 @100 c/c - All 0
2-160
2-120
EL +100.765
1500
45
0
BR2 (250x450)
1500
15
0
50
300
10
0
230Thk rubble soling (Typ)
Well Compacted Earth (Typ)
100Thk PCC (1:4:8)
10 @100 c/c 0
10 @150 c/c 0
600 250 750
P2
IP01
100
300
250
FFL+99.215/99175
300
Section
D
-1:20
(Internal wall)
230Thk rubble soling
Well Compacted Earth
100Thk PCC (1:4:8)
EL +99.815
100 1050 100
375
Vertical bar
Tie
J J
300
300
4-160
8 @150 c/c 0
(2 Tie)
Section
J
-1:20
For P2
D
D
F
P2P2P2P2P2
IL +98.775
IL +98.725
IL +98.720
P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2
400 wide drain as per slope (Typ)
10 @150 c/c0
8 @150 c/c0
8 @200 c/c0
10 @150 c/c0
8 @150 c/c0
IL +98.675
840
1600
840
26
95
IL +98.625
131
8
2800
100x100x10thk
200x200x12thk
200x250x12thk
BR
1
IP-02
Top of Plate
EL +100.765
Top of Plate
EL +99.815
Top of Plate
EL +100.765
Ld
50
50
P3
P3
P3
P3
P3
P3
P3
P3
P3
84
01
32
0
P3
P3
P3
P3
P3
P3
P3
P3
20
0
600
100
450
100
PCC 1:4:8
8 @150 c/c0
3-160
3-120
FFL/FGL
10
0
150
1-16Ï bolt
450mm embedding
Long
15
0
17.5Ï Holes
for M16 Bolts
210210
1350
930
35
50
Up
FGL/FFL
300
J
J
Section
J
-1:20
100
30
050
1200
1:20
Detail of Pedestal P3
225
22
5
675675
EL +98.275
450
Drain in Slope
1100600 200
-
1
Detail
1
-1:10
800x800x900Deep
Sump
IL +98.675
IL +98.575
To OWS
350NB GV
1100600
11
00
600
750
45Á
K
K
1600
FFL+99.175
FGL
30
0
300
4
5
Á
245
0
2450
2400
Section
K
-1:20
EL+98.175
EL+98.175
EL+98.175
EL+98.175
EL+98.175
EL+98.175
EL+97.675
10
0
250 mm150NB
200NB
Sr.
'A' NB
No.
1
2
3 250NB
275 mm
'B' Lg.
300 mm
325 mm
375 mm
'C' Lg.
425 mm
19
00
550
250NB BFV
F
EL+98.275
600
1200
150075
200
IP03 IP03
IP02
IP02
75
75 1500 800 1200
200 1200
1751200
IP03IP03IP03 IP03
IP02
IP02 IP02IP02
2000
6mmThk Paddle plate
EL+97.975
Puddle Plate
C
C
Schedule of Puddle Plate
6mmThk Paddle plate
10
0
IP01
350NB GV
50Thk Sand/Stone Dust Filling
75Thk PCC 1:4:8 (Using 20mm Aggregate)
75Thk Concrete floor ( M20 grade)
Stair Revised as
per fire fight line
As Date 20.07.15
Key to symbols
App’dCh’k’dDescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
Security
C:\documents and settings\pat30160\pwlocal\d0137993\322538-CMA-0010-01_0.dwg Jun 26, 2015 - 5:51PM pat30160
TFW
©
Modernization of Existing Fuel Farm
Layout for Proposed Encloser
Aviaion Fueling Facility
Modification in Existing
Layout & Details of Platforms
M/s Delhi Aviation Fuel
Facility Pvt. Ltd.
Aviation Fuelling Station
Shahbad,Muhammad Pur
IGI Airport,New Delhi - 110061
DGR
MRP
ASP
ASP
VGS
BKP/GDS
As Shown TEN
322538-CMA-0010-01
0 STD
A20
Sector 2
Noida
201301
India
+91 (0)12 0254 3582
+91 120 254 3562
www.mottmac.com
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
Mott MacDonald
20
0
20
0
250
1200
35
60
35
L65x65x6 Both side
Cleat 130 Long
2-16Ø bolts
P3 RCC Pedestal Detail
Section
A
-1:20
Railing post
FFL+99.215
TOS +101.315
3
150
1-16Ø bolt
450mm embedding
Long
Typ. Detail for Stair
25mm Thk
Grating
50x50x6 Cleat
100mm long
Schedule of steel members
ISMC 100
Member Size
1
Marked No
2
3
ISMC 125
ISMC 200
C1 2 ISMC 125 Box
4 L50x50x6
Thk
FGL
NGL
FFL
Abbreviations :
= Thick
Typ
Det
RC
= Typical
= Detail
= Finished Ground Level
= Natural Ground Level
= Finished Floor Level
= Reinforced Concrete
Eq = Equal
2. All dimensions are in millimetres and levels are in metres
3. Only written dimension shall be followed unless noted otherwise
1. For all general notes refer dwg. no. CGA-01
4. Contractor shall take extra care to check the straightness of all
members and get them inspected and approved before erection
5. All Shop weld shall be 6mm thk. & field weld shall be 8mm thk.
unless otherwise specified.
6. Layout, Dimension & Levels to be Checked with MECH. Drg.
7. Provide support dimension and elevation for below 40mm NB line as per
piping at site.
1590 1000 1200
up
upup
1350 1240 1200150
12
00
= =
2175
150
4000 4000 4000 4000 4000 4000 4000 4000 4000
1415
215 1200
up
37
00
Eq
Eq
Eq
up
1200 150215
1175 1000
Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq
Ma
tch
L
in
e A
-A
Ma
tch
L
in
e A
-A
980
2980 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 2507
50
1573
1540
133 1200 480 1200 150
up
up up
37
00
Eq
Eq
Eq
1200 240
EqEqEq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq Eq EqEqEqEq
C1
C1
C1 C1
C1 C1 C1 C1 C1 C1 C1 C1 C1
C1
C1C1
C1C1
C1C1
C1
C1 C1
C1 C1 C1C1
C1
C1
C1 C1
C1
C1
C1
C1
C1
3
3
3
3
3
1 1 1
2
2
2
2 2 2 2 2 2 2 2
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3 3
3
3
2 2
3
3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2 2
3
1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
A
A
FGL/FFL
15
0
L65x65x6
100 Long
17.5Ø Holes
for M16 Bolts
210210
1350
930
35
50
Up
FGL/FFL
30
0
B
B
Section
B
-1:20
D
D
Section
C
-1:20
55
04
50
1200
Top Rail
32NB Pipe (Medium)
32NB Pipe (Medium)
25NB Pipe (Medium)
Railing Post
Mid Rail
75x60x6
Thk M.S. plate
25Thk grating
(Typ)
3 3
C
C
1
C1
3
44
100
3
3
Structural Layout of Platforms
1:100
25Thk grating
(Typ)
FGL/FFL
C1
Insert Plate Details Refer
Dwg no.CCA-09
4
5
°
4
25Thk grating
(Typ)
1200
Hand Railing
10Thk Cap Plate
8Thk Stiffener Plate
2
22
4
Section
D
-1:20
EE
FF
Section
F
-1:10
C1
Insert Plate
8Thk Stiffener Plate
10Thk Cap Plate
2
Section
E
-1:10
(Typ)
Detail
2
-1:10
25 NB (Med)
(Typ)
(Typ)
32 NB (Med)
3
Detail
1
-1:10
Railing post
75x60x6 Thk
plate
2
-
1
-
1:100
0 10m5m
1m 2m0
1:20
1:10
0 1m0.5m
1. CGA-01 General Notes.
2. CCA-02 Typical Details of Columns, Footings, Beams, Walls etc.
4. MPE-0102-01 Layout For Proposed Encloser
3. APA-0001-01 Plot Plan
5. CCA-0009-01 Layout & Details of Dyke Wall
Dyke Wall
Key Plan
Encloser
P
la
n
t
N
o
r
t
h
Actu
al N
orth
2
2
°
9 E
q R
ise
r
TOS +101.315
15
5
160
20
0
200
1200
3
3
MS Railing @ 1500 (Typ)
1
1
11
1
1
3
3
L50x50x6
L35x35x6
100 x 6 thk.
Toe Plate
55
0
(N
.T
.S
)
45
0
(N
.T
.S
)
Top Rail
Mid Rail
Railing Post
1200
(N.T.S)
Section
1:20
G
-
G
G
3
-
Detail
3
-1:10
250
L50x50x6
L35x35x6
25Thk grating
Stringer Beam
Layout
1:1000
Staire-1
Staire-2
Staire-3
Staire-4
1000475
UP
12
00
94
2
4752000
12
00
94
2
UP
Part Plan for Staire-1
1:50
1200
HH
15
0
4 E
q R
ise
r
FGL+99.920
TOS +100.765
Insert Plate
Dyke Wall
FFL+99.215
15
0
8 E
q R
ise
r
Section
H
-1:20
Railing post
P3
P3
Detail Refer Dwg
CCA-0009
250
3
3
Part Plan for Staire-2
1:50
RCC Beam
Detail Refer Dwg
CCA-0009
1200 1250
UP
12
00
11
5
25Thk grating
(Typ)
12
00
59
2
UP
12
00
59
2
UP
2000 1000 2000
1000
Part Plan for Staire-3
1:50
1958 1250
1200693
12
00
11
5
UP
20
00
UP
Part Plan for Staire-4
1:50
1250 1200
UP
12
00
11
5
UP
UP
12
00
59
3
1000 200010002000
MS Railing (Typ)
MS Railing (Typ)
Refer Dwg CCA-009
P3 RCC Pedestal Detail
Refer Dwg CCA-009
0 26.06.15 HSP Issued for Tender