41 MD,ENGINEERS INDIA LIMITED

CHECK LIST FOR PREPARATION OF

STRUCTURAL DRAWING

ANNEXURE-15 OF 6-68-0021

Page 1 of 3

Project: Job No.:

Document No.: Rev. No.:

Document Title:

SR. NO,

CHECK/ CONTROL POINTS Tick Mark

as per Legend

1 GENERAL

a Drawing number is as per approved DCI

b Electronic file number is as per approved DCI

c Draughting is as per design requirements

d North line/ orientation as per input data

e Notes comply with Job Specifications and General Notes

f Field notes for specific instructions/ scope of work defined

g Layout of grids and spacing/ dimensions/ equipment location, support, orientation etc. as per input data

h Referenced Drawings specified

i Referenced Standards specified

.1 If not adequately clear in General Notes, grade of concrete and grade of reinforcement bars specified

k Bill of materials furnished (for the detailed portion)

1 Necessary internal co-ordination done with relevant departments as per requirements

m Resolution/ incorporation of comments received

2 FOUNDATIONS

a Coordinates/ location is as per input data, suction side & discharge side (for pump foundations) as per layout drawing

b Referenced level and elevations specified are as per approved General Civil/ Architectural drawings/ Piping GAD (viz. NGL/ FGL/ HPP)

c Elevation/ depth of foundation bottom furnished

d Fouling with surrounding foundations/ services cleared

e Any extra cover for rebar required and specified

f Any extra minimum cement content required and specified

g Thickness, projection and grade of lean concrete specified

Anchor bolt location and orientation specified

Adequacy of foundation depth checked to accommodate anchor bolt assemblies

J Anchor bolt description (as per standard) specified

k Depth of pockets specified

1 Minimum cover on anchor bolts/ pockets checked

m

n

Fouling between anchor bolt assembly and pedestal rebar checked

Grout thickness specified

o Reinforcement provided as per design/ codal requirements

Format No. 8-00-0001-F1 Rev. 0

Copyright EIL — All rights reserved

Page 20858 of 22455

mad ENGINEERS Ogui tVe--E; INDIA LIMITED

,rtfia Undert*.)1

CHECK LIST FOR PREPARATION OF

STRUCTURAL DRAWING

ANNEXURE-15 OF 6-.68-0021

Page 2 of 3

SR. NO,

CHECK/ CONTROL POINTS Tick Mark

as per Legend

p Links and ties detailed

q Dowel lengths for column rebars staggered and specified

r Depth of machine foundations with respect to building foundations checked

s Separation detail for machine foundations and pouring sequence given .

t Requirement of water bars at construction joints for liquid retaining

structures furnished

u Requirement of protective painting

v Field note for sequence of construction, if adjoining foundations are at different level

w

For pump foundations, following field note shall compulsorily be added in foundation drawings: "The pump discharge nozzle is facing towards North/East/West/South". (appropriate direction shall be selected as per layout drawing, in case discharge is upwards, direction of suction nozzle shall be specified)

3 SUPER STRUCTURE Reinforced Cement Concrete

a Layout is as per approved Piping GAD/ Architectural drawings

b Requirement of expansion/ separation joints checked

c Anchor bolt location and orientation specified

d Anchor bolt description (as per standard) specified

e Pockets for bolts located/oriented and specified

f Depth of pockets/ length of bolts in RCC members checked

g Minimum cover on anchor bolts/ pockets checked

h Fouling between anchor bolt assembly and rebar checked

i Grout thickness specified

j Reinforcement provided as per design/ codal requirements

k Cut-outs as per requirement provided with edge protection

1 Slope has been provided over RCC roof

m Curb around all openings

n Insert plates & pipe sleeves provided wherever required

o Extra reinforcement around cut-outs & openings

p Dowel bars for lap length & anchorage length

q Nominal links in column, stin-ups for beams & their arrangement

4 SUPER STRUCTURE Structural steel

a Layout is as per approved Piping GAD/ input drawings

b Requirement of expansion/ separation joints checked

c Bolting details for equipments specified

d Member sizing and connection details furnished

e Grating/ chequered plate requirements with supporting members furnished

f Welding requirements furnished

g Fire-proofing requirements furnished

Format No. 8-00-0001-F1 Rev. 0

Copyright EIL — All rights reserved

Page 20859 of 22455

31 ENGINEERS ligat INDIA LIMITED rtA,PRI, r;,:, 04 ,rea. Undertak.g,

CHECK LIST FOR PREPARATION OF

STRUCTURAL DRAWING

ANNEXURE-15 OF 6-68-0021

Page 3 of 3

SR. NO.

CHECK/ CONTROL POINTS Tick Mark

as per Legend

h Requirement of removable floor/ handrails checked

i Requirement of grouting holes in base plates specified

j Vertical & Horizontal bracings provided as per piping clearance

k Splicing location has been proposed/ suggested

I Approach staircase/ ladder provided with proper landing at entry point

m Toe plate around openings

n Stiffness/ diaphragm plates have been suitably provided

o Vertical clearance below monorail beam checked

P Capacity of monorail specified & structurally stable cantilever projection given

Drawing issued through DCIM (Document Control Index Module)

Date: Name & Signature

Legend :

✓ : Check carried out and found OK ✓ NA : Check carried out and found not applicable

Format No. 8-00-0001-F1 Rev. 0 Copyright EIL — All rights reserved

Page 20860 of 22455

EQUIPMENT LAYOUT DFCU BLOCK (AREA 125A)

B224-EPCC07-LT-125-PP-DW-0001

CIVIL

B224

LAYOUT AND DETAILS

FOR FOUNDATION OF 125-LZ-1922 - SH 2

MIXED BED EXCHANGERS (125-V-01A & 125-V-01B)

B224-EPCC07-LT-125-CV-DW-3206

B224-EPCC07-LT-125-CV-DW-3206

B224-EPCC07-LT-125-CV-DW-3206

16.10.2021

1:100

1 OF 1

01

PHT

PSK/SMK

YSB/AKB

DFCH

ISSUED FOR REVIEW00 16.10.2021

PLANT

NORTH

N

DETAIL

-

01

(SCALE 1:20)

GENERAL NOTES AND LEGENDS FOR CONCRETE WORK

B224-EPCC07-LT-125-CV-DW-0001

F

E

G

H

C

B

A

D

G

F

E

D

C

B

A

H

1 2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 6 7 8 9 10 11 12

DWG. NO.

5

A1

SCH. DATE OF SUBMISSION

STATEMENT OF SUB:

FINAL FOR CODE-1

ISSUED FOR

DOCUMENT STATUS

SIGN:

(USE TICK MARK)

DATE:

AS BUILT

1st 2nd

R

3rd

VPTL NO.:

DRG. CATEGORY:

I

EIL REVIEW/APPROVAL

CODE:

DEPT:

CHK BY:

APP BY:

DATE

EPC/LSTK

OWNER

DRG. NO.:

REVISE THIS DRG. USING CAD SYSTEM ONLY

PWO NO.:

CAD

PROJECT:

TITLE:

DRNDATE CHECKED

SCALE

DRN BY:

APPROVED

SH.

PMC :

REV.

REV.

DESCRIPTION

SUB-CONTRACTOR:

ENGINEERING

NAME DISCIPLINE SIGN. DATE

INFORMATION

CONSTRUCTION REVIEW

AS BUILT

FILE:

DRAWING NO. DRAWING TITLE REV

REFERENCE DOCUMENTS / DRAWINGS

CODE 1 - NO COMMENTS

PROCEED WITH MANUFACTURE / FABRICATION/

CONSTRUCTION AS PER THE DOCUMENT.

CODE 2 - PROCEED WITH MANUFACTURE

/ FABRICATION / CONSTRUCTION AS PER THE

COMMENTED DOCUMENT. REVISED DOCUMENT REQUIRED.

CODE 3 - DOCUMENT DOES NOT CONFORM

TO BASIC REQUIREMENTS AS MARKED.

RESUBMIT FOR REVIEW.

R - DOCUMENT IS RETAINED FOR RECORDS.

PROCEED WITH MANUFACTURE / FABRICATION

V-VOID

CONTRACTOR:

EPCC 07 PACKAGE - DUAL FEED CRACKER BLOCK FOR RAJASTHAN

HPCL RAJASTHAN REFINERY LIMITED

L&T Hydrocarbon Engineering

REFINERY PROJECT (RRP) OF M/S HRRL, BARMER, RAJASTHAN, INDIA

(A Govt. of India Undertaking)

ALL RIGHTS RESERVED

THIS DOCUMENT IS DEVELOPED BY LTHE AND INFORMATION CONTAINED IS PROPERTY OF HPCL RAJASTHAN REFINERY LTD. IT SHALL NOT

BE USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS SUPPLIED. CONFIDENTIAL

– NOT TO DISCLOSE WITHOUT AUTHORIZATION

A1

0°

90°

270°

180°

℄ OF 125-V-01A

℄ OF 125-V-01A

PILE LAYOUT

03 NOS. 500∅ (10M)

BCIS PILES @ PCD=2848

-

A

℄ OF 125-V-01A & B

SECTION

-

A

50

(TYP)

75

300

(TYP)

(SCALE 1:50)

16-T16

3-T12

(SIDE FACE R/F)

EL+97.500 (BOF)

EL+100.000 (HPP)

EL+100.300 (TOG)

T16@150 C/C (T)

(B/W)

LEGEND :

500 DIA BCIS PILE 10M

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS &

CO-ORDINATES ARE IN METERS UNLESS NOTED OTHERWISE.

2. HIGH POINT OF PAVING (HPP) ELEVATION +100.000 CORRESPONDS

TO REDUCED LEVEL(RL) 107.650 ABOVE MEAN SEA LEVEL (MSL)

3. ONLY FIGURED DIMENSIONS SHALL BE FOLLOWED. DIMENSIONS

SHALL NOT BE SCALED.

4. ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTER LINE UNO.

5. ALL REINFORCING BARS ARE EQUALLY SPACED UNO.

6. FOR GENERAL NOTES FOR CONCRETE WORKS, REFER TO DWG NO.

B224-EPCC07-LT-125-CV-DW-0001.

7. FOR TEST PILE LOCATION, REFER TO STD. DWG. NO.

B224-EPCC07-LT-125-CV-DW-0013.

8. FOR DETAILS OF PILES, REFER TO STD. DWG. NO.

B224-EPCC07-LT-125-CV-DW-5091 "STANDARD DRAWING FOR

DETAILS OF PILES (WORKING PILE)".

9. CONSTRUCTION JOINT SHALL BE ROUGHENED UNIFORMLY TO EXPOSE THE

AGGREGATE AND PROPERLY CLEANED FROM LAITANCE, LOOSE PARTICLES OF

AGGREGATE & DAMAGED CONCRETE SURFACE PRIOR TO PLACEMENT OF

FRESH CONCRETE.

10. REINFORCEMENT SHALL BE ADJUSTED TO CLEAR THE POCKETS OR EMBEDDED

PARTS ETC. HOWEVER IN NO CASE ANY REBAR SHALL BE CUT WITHOUT

PERMISSION OF ENGINEER-IN-CHARGE.

11. FOR SURFACE PROTECTION REFER TO CLAUSE 1.1.2 OF EIL SPECIFICATION

B224-000-81-41-SP-0001.

12. FOR STD REINFORCEMENT DETAILS, REFER TO DWG NO.

B224-EPCC07-LT-125-CV-DW-0003.

13. FOR ANCHOR BOLT STD DETAILS, REFER TO DWG NO.

B224-EPCC07-LT-125-CV-DW-0004.

14. THIS DRAWINGS SHALL BE READ IN CONJUNCTION WITH

B224-EPCC07-LT-125-CV-DW-3205.

15. THICKNESS & TYPE OF TILING TO BE USED SHALL BE AS PER VENDOR

REQUIREMENT & AS PER EIL STANDARD NO. 7-65-0310.

GA DRAWINGS OF MIXED BED EXCHANGERS VESSEL

B224-EPCC07-LT-MEP-PO92804-GA-7011

DESIGN CALCULATION FOR FOUNDATION OF 125-LZ-1922

B224-EPCC07-LT-125-CV-CL-0575

SCHEDULE OF BCIS PILE SAFE LOAD CAPACITIES

DIA

(mm)

10500

LEGEND

40

SAFE CAPACITY (MT)

15 4.5

COMPRESSION TENSION LATERAL

(*) PILE LENGTH BELOW PILE CUT-OFF LEVEL-L (M)

PILE

LENGTH (*)

TYPE

-

PILE NOS. REMARK

ITEM

TOTAL NO.

OF PILES

PILE CUT-OFF

ELEVATION

EL+97.600

TABLE FOR PILE CUTOFF ELEVATION

PILE LENGTH

LENGTH (*)

(*) PILE LENGTH IS MEASURED BELOW PILE CUT-OFF LEVEL.

DIA

ELEVATION (**)

EL+91.100

(**) REFER NOTE-19 OF STD. DWG. NO. B224-EPCC07-LT-125-CV-DW-5091 AS REFERRED IN NOTE-8 OF THIS DWG.

LINER TERMINATION

06

03125-V-01A 500∅ 10M

SUB TOTAL OF PILE

125-V-01A-001 TO 003

50

50

300

100

APPROXIMATE QUANTITIES

CONCRETE

PCC (M5)

CONCRETE (M35)

REINFORCEMENT

T8

T16

TOTAL

M30 (TYPE-A)

2.10 cu.m

22.00 cu.m

0.45 MT

12 NOS.

ANCHOR BOLT

1.20 MT

1.85 MT

T12 0.20 MT

SPECIAL EXECUTION NOTES:

REFERENCE SHALL BE MADE TO PILE & PILE CAP LAYOUT TO

IDENTIFY DEEPER FOUNDATION IF ANY AROUND THIS EQUIPMENT.

ACCORDINGLY DEEPER FOUNDATION SHALL BE EXECUTED FIRST TO

AVOID ANY SCOURING OF SOIL BELOW PILE CAP.

GROUT 1.75 sq.m

ANCHOR BOLT

GROUT

3-T8 (STIRRUPS)

EL+100.300 (TOG)

PROJ.

T8@150

100

50

50

(TYP)

ISOLATION JOINT

(SCALE 1:50)

002

003

T16@150 C/C (B)

(B/W)

LEAN CONCRETE

SMK YSB/AKBPHT

001

0°

90°

270°

180°

℄ OF 125-V-01B

℄ OF 125-V-01B

PILE LAYOUT

03 NOS. 500∅ (10M)

BCIS PILES @ PCD=2848

-

A

(SCALE 1:50)

005

006

004

℄ OF 125-V-01A

0°

90°

270°

180°

℄ OF 125-V-01B

0°

90°

270°

180°

℄

O

F

P

E

D

E

S

T

A

L

3875

= =

1605

= =

℄ OF 125-V-01A\PEDESTAL

2-A-M30-N2-525

@ 2848 BCD

STRADDLE CENTER LINE

6

0

°

℄

O

F

P

E

D

E

S

T

A

L

℄

O

F

P

E

D

E

S

T

A

L

3875

= =

1605

= =

℄

O

F

P

E

D

E

S

T

A

L

℄ OF 125-V-01B

6

0

°

HOLD-1

PILE CAP PLAN

(SCALE 1:50)

PILE CAP PLAN

(SCALE 1:50)

(SCALE 1:25)

PEDESTAL REBAR

STIRRUPS

T8@150 C/C

(TYP)

16-T16

600

600

(SCALE 1:25)

ANCHOR BOLT DETAILS

(FOR ORIENTATION OF PEDESTAL REFER PILECAP PLAN)

180

= =

600

= =

600

= =

℄ OF PEDESTAL

℄ OF PEDESTAL

125-V-01B 500∅ 10M 125-V-01B-004 TO 006 03 EL+97.600 EL+91.100

2-A-M30-N2-525

HOLD-1

-

A

℄ OF BOLT/PEDESTAL ℄ OF PEDESTAL

300

1800

700

2500

30 THK

GROUT

01

-

℄ OF PEDESTAL

KEY-PLAN

PLANT

NORTH

N

SS-15

(DFCU)

SRR-9A

(DFCU) SRR-9B

SS-16

THIS AREA

HOLD LIST :

1. ANCHOR BOLT PROJECTION

℄ OF 125-NPIT-01

℄ OF 125-NPIT-01

2-A-M30-N2-525

@ 2848 BCD

℄ OF 125-V-01A

0°

90°

270°

180°

℄ OF 125-V-01A

T16@150 C/C (T)

T16@150 C/C (T)

T16@150 C/C (B)

T16@150 C/C (B)

℄ OF 125-V-01B

0°

90°

270°

180°

℄ OF 125-V-01B

T16@150 C/C (T)

T16@150 C/C (T)

T16@150 C/C (B)

T16@150 C/C (B)

REINFORCEMENT ARRANGEMENT REINFORCEMENT ARRANGEMENT

℄ OF 125-V-01A ℄ OF 125-V-01B

℄ OF 125-V-01A

N 3076.406

E 8312.950

E 8316.950

℄ OF 125-V-01B

N 3076.406

LAYOUT FOR 125-V-01A & B

6

0

°

HOLD-1

2. EXTENT OF ACID PROOFING TILING IN PLAN.

(2600 X 2500 HOS.)

4000

(SCALE 1:100)

4000

(NTS)

-

A

SURFACE PROTECTION

(NOTE-11)

WELL COMPACTED

SOIL

63THK ACID PROOF TILING

(REFER NOTE-15)

BOLT DIA

M30

REBAR AROUND ANCHOR BOLT

(MM)

REQUIRED

2-T16

REBAR

PROVIDED

3-T16

REBAR

REMARKS

OK

(NOTE-13)

R340

HOLD-2

6

0

°

FOR DETAILS REFER DRG NO

B224-EPCC07-LT-125-CV-DW-3205-SH 01

KERB LINE

3

0

°

120°

3

0

°

120°

41 MD,ENGINEERS INDIA LIMITED

CHECK LIST FOR PREPARATION OF

STRUCTURAL DRAWING

ANNEXURE-15 OF 6-68-0021

Page 1 of 3

Project: Job No.:

Document No.: Rev. No.:

Document Title:

SR. NO,

CHECK/ CONTROL POINTS Tick Mark

as per Legend

1 GENERAL

a Drawing number is as per approved DCI

b Electronic file number is as per approved DCI

c Draughting is as per design requirements

d North line/ orientation as per input data

e Notes comply with Job Specifications and General Notes

f Field notes for specific instructions/ scope of work defined

g Layout of grids and spacing/ dimensions/ equipment location, support, orientation etc. as per input data

h Referenced Drawings specified

i Referenced Standards specified

.1 If not adequately clear in General Notes, grade of concrete and grade of reinforcement bars specified

k Bill of materials furnished (for the detailed portion)

1 Necessary internal co-ordination done with relevant departments as per requirements

m Resolution/ incorporation of comments received

2 FOUNDATIONS

a Coordinates/ location is as per input data, suction side & discharge side (for pump foundations) as per layout drawing

b Referenced level and elevations specified are as per approved General Civil/ Architectural drawings/ Piping GAD (viz. NGL/ FGL/ HPP)

c Elevation/ depth of foundation bottom furnished

d Fouling with surrounding foundations/ services cleared

e Any extra cover for rebar required and specified

f Any extra minimum cement content required and specified

g Thickness, projection and grade of lean concrete specified

Anchor bolt location and orientation specified

Adequacy of foundation depth checked to accommodate anchor bolt assemblies

J Anchor bolt description (as per standard) specified

k Depth of pockets specified

1 Minimum cover on anchor bolts/ pockets checked

m

n

Fouling between anchor bolt assembly and pedestal rebar checked

Grout thickness specified

o Reinforcement provided as per design/ codal requirements

Format No. 8-00-0001-F1 Rev. 0

Copyright EIL — All rights reserved

Page 20858 of 22455

mad ENGINEERS Ogui tVe--E; INDIA LIMITED

,rtfia Undert*.)1

CHECK LIST FOR PREPARATION OF

STRUCTURAL DRAWING

ANNEXURE-15 OF 6-.68-0021

Page 2 of 3

SR. NO,

CHECK/ CONTROL POINTS Tick Mark

as per Legend

p Links and ties detailed

q Dowel lengths for column rebars staggered and specified

r Depth of machine foundations with respect to building foundations checked

s Separation detail for machine foundations and pouring sequence given .

t Requirement of water bars at construction joints for liquid retaining

structures furnished

u Requirement of protective painting

v Field note for sequence of construction, if adjoining foundations are at different level

w

For pump foundations, following field note shall compulsorily be added in foundation drawings: "The pump discharge nozzle is facing towards North/East/West/South". (appropriate direction shall be selected as per layout drawing, in case discharge is upwards, direction of suction nozzle shall be specified)

3 SUPER STRUCTURE Reinforced Cement Concrete

a Layout is as per approved Piping GAD/ Architectural drawings

b Requirement of expansion/ separation joints checked

c Anchor bolt location and orientation specified

d Anchor bolt description (as per standard) specified

e Pockets for bolts located/oriented and specified

f Depth of pockets/ length of bolts in RCC members checked

g Minimum cover on anchor bolts/ pockets checked

h Fouling between anchor bolt assembly and rebar checked

i Grout thickness specified

j Reinforcement provided as per design/ codal requirements

k Cut-outs as per requirement provided with edge protection

1 Slope has been provided over RCC roof

m Curb around all openings

n Insert plates & pipe sleeves provided wherever required

o Extra reinforcement around cut-outs & openings

p Dowel bars for lap length & anchorage length

q Nominal links in column, stin-ups for beams & their arrangement

4 SUPER STRUCTURE Structural steel

a Layout is as per approved Piping GAD/ input drawings

b Requirement of expansion/ separation joints checked

c Bolting details for equipments specified

d Member sizing and connection details furnished

e Grating/ chequered plate requirements with supporting members furnished

f Welding requirements furnished

g Fire-proofing requirements furnished

Format No. 8-00-0001-F1 Rev. 0

Copyright EIL — All rights reserved

Page 20859 of 22455

31 ENGINEERS ligat INDIA LIMITED rtA,PRI, r;,:, 04 ,rea. Undertak.g,

CHECK LIST FOR PREPARATION OF

STRUCTURAL DRAWING

ANNEXURE-15 OF 6-68-0021

Page 3 of 3

SR. NO.

CHECK/ CONTROL POINTS Tick Mark

as per Legend

h Requirement of removable floor/ handrails checked

i Requirement of grouting holes in base plates specified

j Vertical & Horizontal bracings provided as per piping clearance

k Splicing location has been proposed/ suggested

I Approach staircase/ ladder provided with proper landing at entry point

m Toe plate around openings

n Stiffness/ diaphragm plates have been suitably provided

o Vertical clearance below monorail beam checked

P Capacity of monorail specified & structurally stable cantilever projection given

Drawing issued through DCIM (Document Control Index Module)

Date: Name & Signature

Legend :

✓ : Check carried out and found OK ✓ NA : Check carried out and found not applicable

Format No. 8-00-0001-F1 Rev. 0 Copyright EIL — All rights reserved

Page 20860 of 22455