SCHEDULE OF FOOTING AND COLUMN FOR EQUIPMENT

REINFORCEMENT REINFORCEMENT COLUMN SIZE

EQUIPMENT H A B X Y T COLUMN COLUMN
(BOTTOM) (TOP) (MM)
NAME (MM) (MM) (MM) (MM) (MM) (MM) REINFORCEMENT STIRRUPS
(BOTH WAYS) (BOTH WAYS) C D

LM 3000 7900 7900 3000 3000 550 16T @ 160 C/C 16T @ 200 C/C 600 600 16 - 25T 8T @ 175 C/C

This drawing is copyright. It is the property of the consultant and is not to be reproduced, copied, handed over to a third party or used for any purpose other than for which it has been loaned.
GENERAL NOTES:-
1. UNLESS OTHERWISE SPECIFIED ALL CONCRETE SHALL BE GRADE M:20.
2. CONCRETE MIX M:20 DENOTES STRENGTH OF HARDENED CONCRETE AT 28 DAYS AS 200 Kg/Sq. cm.
3. T DENOTES TOR STEEL CONFORMING TO IS 1786 (FE 500)
4. LAP LENGTH SHALL BE:- FOR FOUNDATION & COLUMNS -
* 50 TIMES THE DIA. OF BAR
5. SPACER BAR/PIN T25 @ 1000 c/c TO BE PROVIDED TO KEEP CLEAR GAP OF 25mm BETWEEN TWO VERT./HOR. LAYERS OF
R0 25.10.2023 FOR REVIEW
REINFORCEMENT NO. DATE REVISION
6. PROVIDE CLEAR COVER TO REINFORCEMENT AS UNDER. PROJECT
SUPPLY OF GOODS CONTRACT FOR CONSTRUCTION OF THE
* 50mm FOR BOTTOM & TOP REINFORCEMENT OF RAFT. BALANCE WORK OF 2 NOS. 220 KV GIS. BAY AT SAASARAM (PUSAULI)
S/S UNDER CONSULTANCY SERVICE OF DEDICATED FREIGHT
* 50mm FOR SIDE REINFORCEMENT OF RAFT. CORRIDOR CORPORATION OF INDIA LTD. (DFCCIL).

* 50mm FOR COLUMN. CLIENT

POWER GRID
7. ALL DIMENSIONS ARE IN MM AND LEVELS IN MTS CORPORATION OF INDIA LTD.
8. DO NOT SCALE THE DRG. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED
9. S.B.C. 11 T/SQ.M AT 3.0M BELOW G.L AS PER GEOTECHNICAL REPORT. CONTRACTOR
EPC INFRACON
10. CONCRETE SHALL BE POURED AFTER SITE ENGINEER GIVES INSPECTION CLEARANCE FOR REBAR LAID IN COMPLIANCE TO PRIVATE LIMITED
DESIGN DRAWING.
11. SUITABLE DE WATERING SCHEME SHALL BE ADOPTED BY SITE ENGINEER TO KEEP THE WATER TABLE AT LEAST 1.0M BELOW CONSULTANT
SECURE STRUCTURE
WORKING LEVEL.
12. THE BACK FILLED SOIL SHALL HAVE MINIMUM DRY DENSITY OF 18 KN/CU.M AND COMPLETED UP TO 90% PROCTOR DENSITY.
13. LAP SPLICE SHALL BE PROVIDED ONLY IN THE CENTER HALF OF THE MEMBER LENGTH. HOOPS SHALL BE PROVIDED OVER THE TITLE

ENTIRE SPLICE LENGTH AT SPACING NOT EXCEEDING 150 C/C. NOT MORE THAN 50% OF THE BARS SHALL BE SPLICED AT ONE FOUNDATION DETAILS OF
SECTION. LM TOWER
14. ANY AMBIGUITY IN THE DRAWING SHOULD BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE HEAD OFFICE AND CONSULTANT NOA NUMBER
ER-1/PAT/C&M/NOA-I&II/1814/4940/1732 DATED 21.10.2021
BEFORE COMMENCING THE WORK.
15. THIS DRAWING IS TO BE READ ALONG WITH THE ELECTRICAL LAYOUT DRAWING AND STRUCTURAL DRAWING. DATE SCALE
16. FOUNDATION PLAN AND ARRANGEMENT OF FOUNDATION BOLTS SHALL BE CHECKED AND VERIFIED WITH THE STRUCTURE 25-10-2023 N.T.S
DRAWING AND APPROVED ELECTRICAL LAYOUT BEFORE CASTING OF FOUNDATION.
DRAWING NO. REV.NO.
17. ALL MATERIAL SHALL CONFORM TO RELEVANT I.S CODES.
18. FOUNDATION SHOULD BE CAST AT MIN 1200 MM INTO VIRGIN SOIL. SSC/EPC/LMT/S/001 R0