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

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C:\documents and settings\pat30160\pwlocal\d0137997\322538-CCB-0022-01_0.dwg Jun 10, 2015 - 3:26PM pat30160

TFW

©

Modernization of Existing Fuel Farm

45KL UG Tank

Layout & Details of RC Wall Foundation

and Pedestal

M/s Delhi Aviation Fuel

Facility Pvt. Ltd.

Aviation Fuelling Station

Shahbad,Muhammad Pur

IGI Airport,New Delhi - 110061

DGR

HSP

ASP

ASP

VSG

VST

1:100 TEN

322538-CCB-0022-01

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

Structural Layout of Foundation for RC Wall and Pedestal

1:50

(45 KL UG Tank)

A

A

AA

A

A

A A

8500

P1 P1 P1

2700 2700

3500

200

3100

200

800

2500

SlopeSlope

17

5

50Ø M.S.Pipe sleeve for RWP

HOLD

1550

5000

8 @150 c/c 0

8 @150 c/c 0

300

300

2950

bothway

10 @200 c/c0

bothway

60

0

FGL + 99.900

Section

A

-1:20

230Thk rubble soling (Typ)

Well Compacted Earth (Typ)

100Thk PCC (1:4:8)

200

100

10

0

Details of Pedestal P1

Grade slab

100Thk PCC (1:4:8)

150x150 Fillet

10 @200 c/c Fillet bar0

150

1-10

0

30

0

600

8 @ 200 c/c0

Bothways

300

M24 `U' bolts

10

02

50

Detail of foundation bolt

1:10

1:20

Typical Wall Details at Corner Junction

In Side

450

Vert. Reinf.

450

15

0

(T

yp

)

Horizontal Reinf.

Horizontal Reinf.

Vert. Reinf.

Horizontal Reinf.

Out Side

1:20

Fillet bar

10 @200 c/c 0

1-10

0

10 @200 c/c0

10 @200 c/c 0

10 @200 c/c 0

150

300

M24 `U' bolts

(Plan)

300

100Thk PCC (1:3:6)

Sand Filling

50Ø M.S. Pipe sleeve for RWP

20

0

230Thk rubble soling

Well Compacted Earth

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 ± 99.900

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

Wall = 25mm +10mm extra below ground level

2

2

°

Thk

FGL

NGL

FFL

Abbreviations :

= Thick

Typ

Det

RC

= Typical

= Detail

= Finished Ground Level

= Natural Ground Level

= Finished Floor Level

= Reinforced Concrete

Reinf = ReinforcementKey Plan

RWP = Rein Water Pipe

1. CGA-01 General Notes.

2. CCA-02 Typical Details of Columns, Footings, Beams, Walls etc.

0 10.06.15 HSP Issued for Tender

4. MLB-0003-01 Layout & Section of Equipment

3. APA-0001-01 Plot Plan

1m 2m0

1:20

1:10

0 1m0.5m

3-100

45KL UG Tank

150x150 Fillet

NGL