Plant North - DAFFPLdaffpl.in/tenders/Supporting Drawings.pdf · 6. Provide 25mm thk. water proof...

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

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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


RevStatus

Drawing Number

Scale at A2

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

Security

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©


Layout for Proposed Encloser

Aviaion Fueling Facility

Modification in Existing

Layout & Details of Foundation


Facility Pvt. Ltd.




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



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




= Detail

= Typical

RC

Det

Typ

= Thickness

FFL

NGL

FGL

Thk

= Pedestal

= Nozzle

P

N

4. MPE-0102-01 Layout For Proposed Encloser


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



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


RevStatus

Drawing Number

Scale at A0

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

Security

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Layout & Details of

Gate & Fencing


Facility Pvt. Ltd.




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



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


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




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


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

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É





Layout & Details of Dyke Wall


Facility Pvt. Ltd.




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



Mott MacDonald

Thk

FGL

NGL

FFL

Abbreviations :

= Thick

Typ

Det

RC

= Typical

= Detail





Reinf = Reinforcement



Key Plan

IL = Invert Level

0 26.06.15 HSP Issued for Tender

1m2m0

1:20

1:10

0 1m0.5m



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


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



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


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



100Thk PCC (1:4:8)



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


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


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



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)



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


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


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

©





Layout & Details of Platforms


Facility Pvt. Ltd.




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



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





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





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


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


1:50

1958 1250

1200693

12

00

11

5

UP

20

00

UP


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

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