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SHEET NO. 02
STRUCTURAL CRITERIA:-
A 1) GRADE OF CONCRETE M30
2) GRADE OF STEEL fe500
3) S.B.C. OF SOIL 20T/SQ.M
4) SEISMIC ZONE III
GENERAL NOTES:-
1. ALL DIMENSIONS ARE IN MILLIMETERS,LEVELS AND CO-ORDINATES
0.05M ROUGH SHAHABAD ARE IN METERS UNLESS NOTED OTHERWISE.
0.15M SAND FILLING 2. CONCRETE MIX SHALL BE CONFORMING TO IS:10262
B
3. REINFORCEMENT SHALL BE HYSD BARS CONFORMING TO IS:1786.
GEOMEMBRANE 500 MICRON
4. DO NOT CAST ANY R.C.C. WORK UNLESS IT IS CHECKED AND
0.3 M BC SOIL CONFIRMED PER R.C.C. DRAWING.
5. ANY DISCREPANCY BETWEEN OUR DRAWING & ARCHITECTS DRAWING
SHALL BE BROUGHT TO OUR NOTICE BEFORE EXECUTION OF WORK.
6. DO NOT SCALE THE DRAWING PLEASE REFER TO WRITTEN DIMENSION ONLY.
7. TABLE- COVER TO MAIN REINFORCEMENT
SR.NO. DESCRIPTION COVER(MM)
1. FOOTING 50
C 2. COLUMN & BEAMS 40 C
GEOMEMBRANE ANCHOR 3. SLABS 20
EXPANSION JOINT AT EVERY 30.00M EXPANSION JOINT AT EVERY 30.00M
2.00M

BEAM 300X300 4. CONTAINER SLABS 40

5. CONTAINER WALL 40

0.90M
0.90M

4.90M

8. FOR CANTILEVER BEAM TOP REINFORCEMENT TO BE ANCHORED BEHIND

0.90M 0.30M
FOR 60 X DIA OR SPAN OF CANTILEVER WHICHEVER IS GREATER.
586 M
9. LAP LENGTH : BEAMS & SLAB = 60 X DIA
0.30M

2.00M

2.00M 2.00M 2.00M 2.00M

0.30M
= 45 X DIA
COLUMN
30.00M 30.00M 30.00M
0.05M ROUGH SHAHABAD
4.90M 30.00M 10. PROVIDE 150 MM END HOOKS FOR SLABS REINFORCEMENT COMPULSORY.
4.90M 0.15M SAND FILLING
15.00M

BALANCING TANK
D 586 M x 15 M x 6.0 M DEPTH GEOMEMBRANE 500 MICRON 11. DESHUTTERING PERIOD SHALL NOT BE LESS THAN SPECIFIED BELOW
D
0.3 M BC SOIL SR.NO. ELEMENTS SPAN DAYS
2.00M

1. SLABS UPTO 4.5 m 7

2. SLABS MORE THAN 4.5 m 14
3. BEAMS UPTO 6 m 14
GEOMEMBRANE SHEET OF FOLLOWING BY THE
4.90M

0.90M 0.30M 4. BEAMS MORE THAN 6 m 21

CONTRACTOR.THICKNESS 100% ACID, ALKALI PROOF,100%
REINFORCED SEALING QUALITY, EVERY JOINT ELECTRONICALLY 12. DEVELOPMENT LENGTH LD = 60 X D
2.00M

WELDED, AS PER RELEVANT IS SPECIFICATION AND PLACING IN SR.NO. BAR SIZES LD (mm.) LEGEND
586.00 M
587.60 M PROPER POSITION ON PREPARED BED ON FOUNDATION/ 1. 8mm 480
595.09 M EMBANKMENT WITH WELDING THE JOINTS OF SHEET USING HOT
2. 10mm 600
SEDGE AND EXTRUSION WELDING TECHNIQUES ACCORDING TO
3. 12mm 720
E THE LEANIER MANUFACTURERS SPECIFICATIONS AT AMBIENT E
4. 16mm 960
TEMPERATURESNOF 5QC TO 45QC INCLUDING ALL TAXES AND
LABOUR FOR JOINTING AND PLACING ETC. COMPLETE. 5. 20mm 1200
6. 25mm 1500
7. 32mm 1920

300 13. FORMWORK OF CANTILEVER CANOPY, CHAJJA. ETC. SHOULD NOT BE

2-12 REMOVED WITHOUT PERMISSION OF THE STRUCTURAL CONSULTANT.
AT top and Bottom 14. USE ENGINEERED FILL FOR BACK FILLING THE SOIL.
300 8 @150 C/C
LINKS 16. USE HYDRAULIC DRAWINGS FOR DETAILED LEVELS OF STRUCTURES.

F CODES USED:- F
GEOMEMBRANE ANCHOR BEAM DETAILS
SR.NO. DESCRIPTION IS CODES
1. R.C.C. IS456:2000, SP16, SP34
2. LIQUID & RETAINING STRUCTURES IS3370 PART 1 & PART 4
3. OTHER THAN EARTHQUAKE LOADING IS 875 PART 1,2,3
4. STEEL IS 800:2007
IS 13920:2016
5. EARTHQUAKE LOADING IS 1893 PART 1 (2005)
IS 1893 PART 2 (2014)

G G

PUDDLE FLANGE
JOINT SEALING
STEEL STEEL
PUDDLE PIPE COMPOUND MAIN INNER BAR MAIN OUTER BAR
CONTIUNITY CONTIUNITY
PVC WATER BAR
PREFERABLE
JOINT ANGLE
GROVE EXTRA INNER BAR
H H
#16@ SAME AS
MAIN BAR SPACING
SEALING COMPOUND
EXTRA OUTER BAR
ONE OR BOTH FACES
8 MM THICK PVC
WATER STOPPER
DISCONTINUITY IN BOTH JOINT FILLER FOR APPROVAL ONLY
TO BE TAKEN AS PER CONCRETE & STEEL
PROOF CONSULTANT CONSULTANT
PRODUCT CATALOUGE

I EXPANSION JOINT MAX. 35m C/C I

20.01.2023 _ R0 M.B.
TOP OF CONCRETE
3 TOP RAIL 3 3 TOP RAIL
J DATE DESCRIPTION REVISION NO. ENGINEER J
32 Ø GI PIPE 32 Ø GI PIPE INSERT PLATE
150X150X10 THK. Ø16 BAR STRUCTURAL DRAWING FOR BALANCING TANK
32 Ø GI PIPE(POST) 32 Ø GI PIPE(POST) TITLE
@1500 C/C (MAX) @1500 C/C (MAX)
#12-2 NOS
3 MID RAIL (TYP.) 3 3 MID RAIL (TYP.) 6
TYP
PROJECT THAKURLI FARANDWADI WATER SUPPLY
25 Ø GI PIPE 25 Ø GI PIPE INSERT PLATE #12-2 NOS SCHEME TAL-PHALTAN , DIST- SATARA
150X150X10 THK.
Ø16 BAR
3 TOE FLAT RUNG OWNER MAHARASHTRA JEEVAN PRADHIKARAN,
3 3
6 10THK. INSERT PL. 6 ISF 50X6 THK 10THK. INSERT PL. DIVISION-SATARA
K 6 K
150X150 150X150
@1500 C/C (MAX) @1500 C/C (MAX) SWASTIK CONSTRUCTION
CONTRACTOR
S.V. JADHAV JV KOLHAPUR
CONSULTANT STRUCTURAL CONSULTANT
ROHIT S. SALUNKHE-PATIL
sangli-416416
Mob. No. :- 7720074567
B.E. CIVIL , M.E. STRUCTURE
OPP. MARKET YARD , SANGLI 416416

L L

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