REFERDETAIL

IP-3

6200

7800

2200

3200

3200

4200

HV SIDE

LV SIDE

13001300

798

798

J.P. J.P.

J.P.J.P.

838838

C OF RAIL GAUGE & T/FL

C O

F R

AIL

GA

UG

E

& T

/FL

863

863

10871087 5050

SLOPE 1:100

SUMP PIT(1000x1000x500)

150 DIA.MS PIPE

150 DIA.MS PIPE

2000

1000

500

1500PU

LLIN

GB

LOC

K

6500

4 NOS. ROLLER LOCKINGPAD WITH 2 HOLES 22 DIA

FOR M20 FOUNDATIONBOLT

DIR

EC

TIO

N O

FW

IDH

DR

AW

L

A A

PLAN

900

B

B

C C3.75 Mtr. WIDE ROAD

D D

EE

HV SIDE

LV SIDE

J.P. J.P.

J.P.J.P.

C OF RAIL GAUGE & T/F

C O

F R

AIL

GA

UG

E

& T

/FL

SUMP PIT(1000x1000x500)

REFERDETAIL-2

2000 2000 1500 2000

1450

1960 1170 1360 850

500

(typ)

500

(typ)

500

(typ)

850 S

S

1900

2000

2000

L

GRATING PLAN

*

150

600

200

450

150

900 1700

300

500

350

4200x3200

????????

C/C

?????????

C/C

??????

200 C/C

75 THK. PCC1:4 :8 (TYP)

6 THK. MS CHQD PLATE COVER

??????

150 C/C

?????????????

??????????????

75 375150

75375150

1000

150

75

SUMP PIT

500

300

1300 300300838 838

1300

150

600

200

450

150

900

1700

300

500

350

3200x4200

????????

C/C

?????????

C/C

??????

200 C/C

75 THK. PCC1:4 :8 (TYP)

798 798

150

2200302302

SECTION A-A

SECTION B-B

REFERDETAIL-1

Z Z

50

BOUNDARY BARFLAT 40X5 THK.

MAIN BAR FLAT40X5 THK (TYP)

SECTION A-A

????????????

????????????

??????????????

(REF SEC E-E)

ISMB 150

COLUMN MKD S.(FOR GRATING SUPPORT)

300

300

??????

?????

190C/C

VIEW I-I

300

300 C OF COLL

C OF COLL

INSERT PLATE(REF. IP-2)

200x200x8 THK

VIEW J-J

25 200 25

50

75

5075

250

250

TYP. DETAIL OFINS. PLATE IP-2

25012

75

50 50100

TYP. SECTION H-HTYP. DETAIL OF INSERT PLATE-2

100

50

50

200

5010

0

75

200 M.S. GRATING

65x65x5 MS ANGLEWELDED TO PLATE

PL 200x200x8 THK (IP3)MS INSERT PLATE WITH

2NOS 10 DIA LUGS (@1000C/C)

DETAIL IP -3

150

850

I I

H H

J J

?????????

2000

(MA

X S

PA

N)

500

BOUNDARY BARFLAT 40X5 THK.

MAIN BARFLAT 32X5 THK

(TYP)

SECONDARY BARFLAT 25X5 THK

(TYP)

50 (typ)

250

(typ)

25 (t

yp)

TYP. DETAIL OF M.S.GRATINGS

A A

MAIN BARFLAT 40X5 THK.

SECONDARY BARFLAT 25X5 THK

(TYP)

BOUNDARY BARFLAT 40X5 THK.

25 (typ)

SECTION 1-1

11

150

600

200 4

50

150

900

150

????????????

?????????????

75

7575?????????????

????????????

SECTION D-D(DETAIL OF PIT WALL)

REFERDETAIL IP-3

????????

C/CPC.C. 1:4:8

R.C.C. SLAB(-) 1.00M10

075

TYP. DETAIL OF PITFLOOR SLAB

55 5567177

176

20

????????????????????

WELDED TO L45x45x5

70x8-200 LG PLATE40x8-200 LG PLATE

8MM THK. FILLET WELD

50

SECOND STAGE CONC.(1:2:4) AFTER RAIL FIXING

200x200x12THK MS BEARINGPLATE @ 800 C/C

?????????????????

(+)0.30

DETAIL -1

1676 C/C RAIL

300

176

260

450

C OF RAILL C OF RAILL

150

RAIL TOP

F.G.L.

150 THK. WELL COMPACTED BROKENSTONE. PORES FILLED WITH SELECTEDBINDER EARTH

I-STAGE CONCRETING

II-STAGE CONCRETING

3683 450

???????????????

BOTTOM B/W

WELL COMPACTED BACK FILL/ ORIGINAL EARTH

EARTH BACKFILLSHOULDER

REFERDETAIL-Y

SECTION C-C(RAIL CUM ROAD)

PCC 1:3:6

7545

014

0015

015

0

FGL (+) 0.00

1500

2000

??????????????????

1250 MM EMBEDMENT

???????????????????

???????????????????

??????????????

P.C.C.1:4:8

??????????????

SECTION E-E(PULLING BLOCK)

250x250x10 THK.MS PLATE

400

400

VIEW Z-Z(DETAIL OF JACK PAD)

DETAIL-Y

????????????????

@ 300 C/C

L 50x50x5

IP-2

RAIL TOP50

C OF RAILL

18020

0

100

DETAIL -2(ROLLER LOCKING PAD)

8. FOUNDATION BOLT SHALL BE PLACED IN POSITION BEFORE THE OF FOUNDATION BELOW VIRGIN GROUND LEVEL SHALL BE 500mm.

7. NO FOUNDATION SHALL REST ON FILLED UP SOIL, MINIMUM DEPTHIS:456(LATEST) & IS:2502 (LATEST) UNLESS NOTED OTHERWISE.

6. ALL HOOKS BENDS, LAPS AND SPLICES SHALL BE AS PER

PER IS 456 & R/F STEEL OF GRADE Fe 415 AS PER IS:1786.3. STRUCTURAL CONCRETE SHALL BE OF GRADE M20 AS

4. LAP LENGTH SHALL BE 50 TIMES THE DIAMETER OF BAR.5. CLEAR COVER TO ALL REINFORCEMENT SHALL BE AS BELOW:

1. ALL DIMENSIONS ARE IN MM & LEVELS IN METERS.

a) FOR FOUNDATIONS = 50MM.b) FOR PEDESTALS = 40MM.

9. IF FOUNDATION BOLTS FOULS WITH STIRRUPS THE STIRRUPS CAN BE MODIFIED BY SITE TO SUIT THE REQUIREMENT.

10. NOT MORE THAN 50% BAR SHALL BE LAPPED AT ANY SECTION &

11. WHEN MINOR FOUNDATION OVER LAPPING WITH MAIN FOUNDATION, GAP SHOULD BE FILLED WITH WELL COMPACTED SAND.

12. FOR DETAIL OF FOUNDATION BOLT, REFER SEPARATE DRAWING.

??????????????????????????????????????????????

NOTES:-

LAP SHALL BE STAGGERED.

LEVEL OF SWITCHYARD.

CONCRETE IS CAST.

13. ALL CABLES SHALL BE LAID ON PERFORATED CABLE TRAYS.14. CABLE TRAY ROUTE & FIXING SHOULD BE DECIDED AT SITE.

SCALE

DRG. NO.

DRG. TITLE

SUBSTATION

PROJECT

LOA NO.

CONTRACTOR

COSTOMER

KEL/DEL/EPC 003/PKG-186/CIVIL/FDN-DRG-037

N.T.S. JOB NO. EPC 003 SHEET 01 OF 01

FOUNDATION DETAIL OF 20 MVA POWER TRANSFORMER

20 MVA TRANSFORMER FOUNDATION FOR BELAGANJ,NAUGACHIA, SUPAUL, JAINAGAR & PHULPARAS

Capacity augmentation of 132/33KV Grid Substation Khagual, Bihta, Sitamarhi, Ara, Nawadaand Sabour by installing additional one no. 50MVA Transformer at each GSS and Naugachia,

Jainagar, Phulparas, Supaul, Dhaka & Belaganj by installing additional one no. 20MVATransformer at each GSS with construction of corresponding 132KV and 33KV Transformer

Bays, all work on Turnkey Basis under BRGF Scheme of Phase-II Extension.

2932/EB Dated 07.12.2013 (Supply Portion)2931/EB Dated 07.12.2013 (Erection Portion)

KANOHAR ELECTRICALS LTD.EPC DIVISION

(JV WITH VARIEGATE PROJECTS PVT. LTD.)

BIHAR STATE POWER TRANSMISSION COMPANY LTD.REV. DESCRIPTION DATEDESCRIPTION

PREP. CHKD. APPD.0 FIRST SUBMISSION P.K. CKB S.K.M. 24.06.2014

c) FOR RCC WALL = 20MM.

15. ( ) RAIL TRACK POSITION WILL BE REFERRED AS PER ACTUAL ROAD LOCATION IN PLAN LAYOUT.*

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT