GENERAL NOTES:-

1. ALL DIMENSIONS ARE IN MM. UNLESS MENTIONED

OTHERWISE.
2. ALL DIMENSION ARE TO BE READ ONLY AND NOT TO BE
MEASURED/SCALED.
3. ANY DISCREPANCIES IN THE DRAWING OR AT SITE
SHOULD BE BROUGHT TO OUR NOTICE IMMEDIATELY.
4. FOR DETAIL REFER RELEVANT LARGE SCALE DETAIL
GROUND FLOOR DRAWINGS AS INDICATED.
Plot Boundary AS / ARCH. 5. CONCRETE GRADE:-
DIAPHRAGM WALL = M 35 GUIDE WALL=M15
Basement TOE Wall 6. STEEL GRADE = Fe550
(Dowells to be left As/Structural Consultant Drg.) TOP OF DWALL 7. LAP LENGTH OF 50D FOR REINFORCEMENT TO BE PROVIDED.
E.G.L. -1.0M D WALL TOP (LVL -1.9M) -1.9M LVL. 8. CLEAR COVER:-
DIAPHRAGM WALL = 75mm
9. ANCHORS TO BE DONE WITH MULTI-STAGE PRESSURE GROUTING.
Guide Wall 10. ANCHOR SHALL BE TESTED AFTER MIN. 12 DAYS OF GROUTING.
Main Steel T16 @ 200mm C/C(Uniform) Main Steel T16 @ 200mm C/C(Uniform) OR ACHIVE MIN 75% STRENGTH OF CUBE FOR M25 GRADE GROUT.
A A LVL (-3.3M) 11. EVERY ANCHOR TO BE TESTED TO 1.1 TIMES OF DESIGN LOAD
EARTH SIDE AND LOCKED AT LOCK-OFF LOAD
1500 3000 1500
t h 7. 0m EXCAVATION SIDE 12. ALL ANCHOR RESULTS TO BE SENT TO US FOR OUR APPROVAL.
Free Leng 13. SLAB CONNECTIONS TO DIAPHRAGM WALL TO BE OBTAINED FROM
10 Dia Stirrups@ 600mm C/C PROJECT STRUCTURAL CONSULTANT.
(From -1.9m to -4m) 14. THE DESIGN IS CHECKED & FOUND APPROPRIATE ON THE BASIS OF
Dist. Steel
LEVEL-1 A1 ANCHOR T10 @ 200mm C/C BASEMENT-1 DATA SUPPLIED BY CLIENT.RESPONSIBILITY OF ITS IMPLEMENTATION
7M FREE AND 11M FIXED LENGTH RESTS WITH OWNER.
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR BASEMENT-1 LVL. (-4.3M) LEVEL -4.3M
5NOS. HT STRAND, 12.7MM DIA
Extra Steel 15. GUIDELINES CONFORMING TO IS 9556 SHALL BE FOLLOWED.
T16 @ 200mm C/C(Extra) 16. CAPPING BEAM DETAILS TO BE CONSTRUCTED
th 1 1 .0m (From -3.5m to -6.5m) BEFORE EXCAVATION BY MAIN CONTRACTOR / CLIENT.
ng
Fixed Le 10 Dia Stirrups@ 400mm C/C
17. STOP END SHALL BE PROVIDED AS/SITE.
(From -4m to -10m) LVL (-6.5M) 18. ALL ANCHOR TO BE DE STRESSED AFTER CASTING OF ALL FLOOR SLAB.
1500 3000 1500 19. SURCHARGE LOAD OF 15 KN/M2 HAS BEEN CONSIDERED IN DESIGN.
t h 6. 0m
Free Leng 20. NO HEAVY MACHINERY / EQUIPMENT SHALL BE PLACED
IN VICINITY UPTO 3M FROM DIAPHRAGM WALL FACE DURING
CONSTRUCTION PHASE UNTIL COMPLETION OF REBARRING OF
B B BASEMENT SLAB TO D-WALL.
LEVEL-2 A2 ANCHOR BASEMENT-2
6M FREE AND 12M FIXED LENGTH
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR
BASEMENT-2 LVL. (-8.3M) LEVEL -8.3M 21. MINIMUM CEMENT CONTENT (400KG/M3) TO BE USED IN
5NOS. HT STRAND, 12.7MM DIA
GRADE M35 CONCRETE.
Extra Steel 22. DEWATERING SHALL BE CONTINUOUSLY DONE IN ORDER TO KEEP
m Extra Steel
g th 1 2.0 T16 @ 200mm C/C(Extra)
T20 @ 200mm C/C(Extra)
THE BACK SOIL OF D WALL DRY AT ALL TIMES AS NO WATER
i x ed Len (From -7m to -10m)
(From -3m to -15m) PRESSURE LOAD HAS BEEN CONSIDERED IN DESIGN DURING
F CONSTRUCTION STAGE.
LVL (-10.0M)
NOTES FOR ANCHOR BLOCK DETAILS:-
1500 3000 1500
gt h 5.0m 1) THRUST PLATE, FACE PLATE MUST BE INSTALLED AFTER DRILLING
en
Free L
AND GROUTING OF ANCHORS.
2) MINIMUM WELD OF 6mm THK. FILLET WELD TO BE
10 Dia Stirrups@ 200mm C/C
(From -10m to -14m)
PROVIDED,WHEREVER NOT MENTIONED.
LEVEL-3 A3 ANCHOR 3) WIDTH OF STIFFNER AND BRACKET PLATE MAY VARY AS PER SITE
5M FREE AND 13M FIXED LENGTH CONDITION.
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR
6NOS. HT STRAND, 12.7MM DIA BASEMENT-3
C C BASEMENT-3 LVL. -12.3M LEVEL -12.3M

t h 13 .0m
xe d Leng Extra Steel
Fi T20 @ 200mm C/C(Extra)
EXCAVATION LVL/
(From -12m to -15m)
PCC BOTTOM LVL
-13.8M
LVL (PCC Bottom lvl)(-13.8M)

PROJECT:-
MIXED LAND USE HOUSING COLONY MEASURING
Embeded 11.0901 ACRES IN SECTOR-104, GURUGRAM
D D
4.0m Depth
MANESAR URBAN COMPLEX DEVELOPED BY
NEWAGE INFRAPROJECTS PVT. LTD. AND OTHERS
10 Dia Stirrups@ 600mm C/C OTHERS IN COLLABORATION WITH HERO REALTY
(From -14m to -17.8m)
PVT. LTD.

-17.8M
LVL(-17.8M)
CLIENT:-
Min. 200 or Ld
ELEVATION OF DIAPHRAGM WALL
Whichever is more HERO HOMES
HERO REALTY PRIVATE LIMITED

DIAPHRAGM WALL SECTION- 2-2

PANEL WIDTH = 6M ARCHITECT:-

TITLE:- DIAPHRAGM WALL DESIGN SECTION- 2-2 (11.9M DEPTH)

DWG NO.:- WAG/HH25/02(1/2) DATE :- 29/04/2025

REV. NO. DATE DESCRIPTION

R0 29/04/2025

DRAWN BY DESIGN BY CHECKED BY

RAS ANA ANA

D-WALL DESIGN & BUILT VENDOR :-

WAGAD BUILDCON
 GENERAL NOTES:-
Main Steel T16 @ 200mm c/c
(Uniform) Dist. Steel EARTH SIDE Tremie Location As/Site
ANCHOR BLOCK DETAILS 1. ALL DIMENSIONS ARE IN MM. UNLESS MENTIONED
OTHERWISE.
75 2. ALL DIMENSION ARE TO BE READ ONLY AND NOT TO BE
T10@ 200mm c/c
MEASURED/SCALED.
3. ANY DISCREPANCIES IN THE DRAWING OR AT SITE
BEARING PLATE
SHOULD BE BROUGHT TO OUR NOTICE IMMEDIATELY.
(300 X 300 X 25MMTHK.)
600

4. FOR DETAIL REFER RELEVANT LARGE SCALE DETAIL

200 200 200 ANCHOR HEAD DRAWINGS AS INDICATED.

300
40/50 MM THICK 100 MM DIA
5. CONCRETE GRADE:-
10 Dia Stirrups @ 600mm c/c STIFFENER PLATE DIAPHRAGM WALL = M 35 GUIDE WALL=M15
Main Steel T16@ 200mm c/c (SECTION A-A) EXCAVATION SIDE (2Nos. 16mm THK.) 6. STEEL GRADE = Fe550
(Uniform) 7. LAP LENGTH OF 50D FOR REINFORCEMENT TO BE PROVIDED.
END PLATE
8. CLEAR COVER:-
(400 X 400 X 12MM THK.)
Main Steel T16 @ 200mm c/c
(Extra) STIFFENER PLATE DIAPHRAGM WALL = 75mm
(Uniform) Main Steel T16 @ 200mm c/c Dist. Steel
EARTH SIDE (2 Nos.) (16mm THK.)
75
T10@ 200mm c/c
SIDE VIEW FRONT VIEW 9. ANCHORS TO BE DONE WITH MULTI-STAGE PRESSURE GROUTING.
10. ANCHOR SHALL BE TESTED AFTER MIN. 12 DAYS OF GROUTING.
OR ACHIVE MIN 75% STRENGTH OF CUBE FOR M25 GRADE GROUT.
400 11. EVERY ANCHOR TO BE TESTED TO 1.1 TIMES OF DESIGN LOAD
300 300 AND LOCKED AT LOCK-OFF LOAD
600

Fillet Weld
200 200 100 200 12. ALL ANCHOR RESULTS TO BE SENT TO US FOR OUR APPROVAL.
(6mm Thk.)
13. SLAB CONNECTIONS TO DIAPHRAGM WALL TO BE OBTAINED FROM
PROJECT STRUCTURAL CONSULTANT.

75
14. THE DESIGN IS CHECKED & FOUND APPROPRIATE ON THE BASIS OF

300
10 Dia Stirrups @ 400mm c/c Lugs

400
Main Steel T16 @ 200mm c/c Main Steel T20 @ 200mm c/c EXCAVATION SIDE T16 Ø-2Nos A A DATA SUPPLIED BY CLIENT.RESPONSIBILITY OF ITS IMPLEMENTATION

400
(Uniform) RESTS WITH OWNER.
(Extra) 75mm Ø Hole
(SECTION B-B) 200mm Ø Hole 15. GUIDELINES CONFORMING TO IS 9556 SHALL BE FOLLOWED.
End Plate
BEARING PLATE 16. CAPPING BEAM DETAILS TO BE CONSTRUCTED

75
MS SLEEVE 3MM THICK BEFORE EXCAVATION BY MAIN CONTRACTOR / CLIENT.
Main Steel T16 @ 200mm c/c (Extra) (300 X 300 X 25 MM THK.)
17. STOP END SHALL BE PROVIDED AS/SITE.
(Uniform) Main Steel T20 @ 200mm c/c Dist. Steel EARTH SIDE 12mm Thick.
75 T10@ 200mm c/c END PLATE 18. ALL ANCHOR TO BE DE STRESSED AFTER CASTING OF ALL FLOOR SLAB.
SECTION A-A (400 x 400 x 12MM THK.) 19. SURCHARGE LOAD OF 15 KN/M2 HAS BEEN CONSIDERED IN DESIGN.
CONCRETE GRADE STEEL GRADE ANCHOR GROUT 20. NO HEAVY MACHINERY / EQUIPMENT SHALL BE PLACED
IN VICINITY UPTO 3M FROM DIAPHRAGM WALL FACE DURING
600

200 200 100 200

M35 Fe550 M25 CONSTRUCTION PHASE UNTIL COMPLETION OF REBARRING OF
BASEMENT SLAB TO D-WALL.
225 / 230 21. MINIMUM CEMENT CONTENT (400KG/M3) TO BE USED IN

10 Dia Stirrups @ 200mm c/c ANCHOR DETAILS (AT-3.3m.) GRADE M35 CONCRETE.

Main Steel T16 @ 200mm c/c Main Steel T20 @ 200mm c/c 22. DEWATERING SHALL BE CONTINUOUSLY DONE IN ORDER TO KEEP
EXCAVATION SIDE 1) CAPACITY = 45 TONS THE BACK SOIL OF D WALL DRY AT ALL TIMES AS NO WATER
(Uniform) (Extra)
(SECTION C-C) 2) SPACING = 3m PRESSURE LOAD HAS BEEN CONSIDERED IN DESIGN DURING
CONSTRUCTION STAGE.
3) DIAMETER = 175mm DETAIL OF P.V.C WATER STOPPER
Main Steel T16 @ 200mm c/c 4) FREE LENGTH = 7.0m NOTES FOR ANCHOR BLOCK DETAILS:-
75
(Uniform) Dist. Steel
EARTH SIDE
5) FIXED LENGTH =11.0m
CONFRIMING TO IS 15058-2002 1) THRUST PLATE, FACE PLATE MUST BE INSTALLED AFTER DRILLING
T10@ 200mm c/c AND GROUTING OF ANCHORS.
6) REINFORCEMENT = 05 NOs OF 12.7mm DIA HT STRANDS WATER STOPPER DETAILS 2) MINIMUM WELD OF 6mm THK. FILLET WELD TO BE
7) INCLINATION = 75° (WITH VERTICAL) PROVIDED,WHEREVER NOT MENTIONED.
3) WIDTH OF STIFFNER AND BRACKET PLATE MAY VARY AS PER SITE
8) LOCK OFF LOAD = 40 TONS
600

200 200 200 CONDITION.

T10 bar T10 bar
P.V.C WATER STOPPER bar
10 Dia Stirrups @ 600mm c/c
ANCHOR DETAILS (AT-6.5m.)
Main Steel T16 @ 200mm c/c (SECTION D-D) EXCAVATION SIDE 1) CAPACITY = 50 TONS
(Uniform)
2) SPACING = 3m
(Extra) EARTH SIDE 3) DIAMETER = 175mm

600
600
Main Steel T16 @ 200mm c/c Main Steel T16 @ 200mm c/c 4) FREE LENGTH = 6.0m
(Uniform) Dist. Steel
75
T10@ 200mm c/c 5) FIXED LENGTH =12.0m
6) REINFORCEMENT = 05 NOs OF 12.7mm DIA HT STRANDS PROJECT:-
7) INCLINATION = 75° (WITH VERTICAL) T10 @ 200mm c/c T10 @ 200mm c/c MIXED LAND USE HOUSING COLONY MEASURING
600

200 200 200 8) LOCK OFF LOAD = 45 TONS 11.0901 ACRES IN SECTOR-104, GURUGRAM
SECONDARY PANEL PRIMARY PANEL
MANESAR URBAN COMPLEX DEVELOPED BY
(DETAIL A) (DETAIL B)
NEWAGE INFRAPROJECTS PVT. LTD. AND OTHERS
Main Steel T16 @ 200mm c/c
ANCHOR DETAILS (AT-10.0m.)
Main Steel T16 @ 200mm c/c OTHERS IN COLLABORATION WITH HERO REALTY
(Uniform) PRIMARY PANEL (Extra) EXCAVATION SIDE 1) CAPACITY = 55 TONS
150 370 550
PVT. LTD.
2) SPACING = 3m

65 150

175
3) DIAMETER = 175mm
(Extra) EARTH SIDE 4) FREE LENGTH = 5.0m 400

20
CLIENT:-

100
Main Steel T16 @ 200mm c/c Main Steel T16 @ 200mm c/c
5) FIXED LENGTH =13.0m

150 65
(Uniform) Dist. Steel 125
75

175
T10@ 200mm c/c 6) REINFORCEMENT = 06 NOs OF 12.7mm DIA HT STRANDS HERO HOMES
7) INCLINATION = 75° (WITH VERTICAL) HERO REALTY PRIVATE LIMITED

8) LOCK OFF LOAD = 50 TONS 550

600

200 200 200

ARCHITECT:-
EARTH SIDE
Main Steel T16 @ 200mm c/c Main Steel T16@ 200mm c/c 600 650 600 Dist. Steel
100

(Extra) T10@ 200mm c/c

(Uniform)
SECONDARY/CLOSING PANEL EXCAVATION SIDE

TITLE:- DIAPHRAGM WALL DESIGN SECTION- 2-2 (11.9M DEPTH)

EXCAVATED SOIL FACE EXCAVATED SOIL FACE
DWG NO.:- WAG/HH25/02(2/2) DATE :- 29/04/2025
T8 @ 200mm C/C T8 @ 200mm C/C
GUIDE WALL GUIDE WALL REV. NO. DATE DESCRIPTION
1200

Main Steel T16 @ 200mm c/c

T8 @ 200mm C/C T8 @ 200mm C/C (Uniform) R0 29/04/2025

GUIDE WALL EXCAVATION SIDE

Main Steel T16 @ 200mm c/c

(CONCRETE GRADE M15)

Main Steel T16 @ 200mm c/c

Ø
8D

45°

(Uniform)
DIAPHRAGM WALL DRAWN BY DESIGN BY CHECKED BY
600mm THICK

(Uniform)
RAS ANA ANA

D-WALL DESIGN & BUILT VENDOR :-

Ø 600

75
TYPICAL RING DETAIL WAGAD BUILDCON
TYPICAL GUIDE WALL DETAIL